Loading...
HomeMy WebLinkAbout40421 CHANCEY RD � ! , � II - -- ���- '��--� : ���, RO C KF O RD '-��.�- r " � �� MANUFACTURING, LTD ' ' l'`� ' �" ���II�_.'',_ '� � ', - �i �r�' i i 504 Thunderbolt Drive • Walterboro, SC 29488 I i � � , JOB NAME: Princeton Construction Co.,Inc LOCATION: Zephyrhills,FL 33540 DESCRIPTION: 40'x 150'x 16' Pitch 2:12 � PO NO.: R11147 DATE: January 19,2004 � CALCULATIONS � DETAILS � �� � � - PROJECT E INEER � - 1' Richard K.Joyce,P.E. Registered Professional Engineer �a�� � ,\�`�1°a - , I � , S JOB R�.�1�1'7 TABLE OF CONTENTS � � ��: DESIGN CA CULATIONS DESCALC.OUT (1-11) ti -NOTES AND HAND CALCULATIONS DESCALC.OUT (1-5) FRAMING SUMMARY FRAMSUM.OUT (1-7) ROOF DESIGN ROOFDES.OUT (1-40) SIDEWALL BACK DESIGN SWDESF.OUT (1-7) SIDEWALL BACK DESIGN SWDESB.OUT (1-17) ENDWALL DESGN LEFT EWDES-L.OUT (1-13) ENDWALL DESGN RIGHT EWDES-R.OUT (1-13) RIGID FRAM� DESIGN#1 RFDES-1.OUT (1-10) � � � � I l -1� Y � � \\�K\�`� `1 1/14/�004 DesCalc.out ,,,�, Page 1� �.N:,, � �., ROCKFORD MAN[JFACTURING i � ` STRUCTURAL DESIGN CALCULATIONS FOR PRINCETON CONSTRUCTION CO. JOSH THAKR.AR ZEPHYRHILLS, FL R11147 BUILDING DATA Width (ft) = 40 . 0 • Length (ft) = 150 . 0 • Eave Height (ft) = 16 . 0/ 16 . 0 • Roof Slope (rise/12 ) = 2 . 00/ 2 . 00 • Dead Load (psf ) = 2 . 2 . Live Load (psf ) = 20 . 0 • I Collat. Load (psf ) = 0 . 0. Wind Speed (mph ) = 110 . 0 • Wind Code = FBC Ol . Closed/Open = C • Exposure = B • Importance - Wind = 1 . 00• , S Importance - Seismic = 1 . 00 . _ Designer = WAG � �' --------------- �I��,�p�1 ��.'"i 1/14/04 ��`�`�a C !� rr`� r � �� � �� �t�� '�f���`���� � _ _ _ � _ /� /\ � r Vl.,/�+G.. W ���yr 1�✓ �' � � f-- `� r t. "'� �,� ^' �Q�!G�[ �L� G •''�,v� '�`.. ,+`'t�`�•'��`{�,- �.�''�!'� T.' ; c,e,.-'��'.,. �. � �,4s l�4�. i y _ ��_ 1�S �; � ��.�� r 3 t�;�.a ��� � ��- � G '�'���""� Y��`���'°'�°`� �- �' .� �������::�- � � �--��-�� �' �- - -�` � � ; ,.-� ��.�e�2� ��,�1,���, . - .� y'��.� �:�:;- �::z.�- , �4��Y�.�f. ��^'7+'� � 150'-3'OUT—TO—OUT OF CONCRElE 1 2 3 4 5 6 7 5 1/2' '-8� �-a� - - - - 5��Z� � �-1 - - � - - - - - - - - � } � N O o X—BRACING � ��/1 , �D D ; �D D � T �D D � � � �D D � o a A � , A C C C � '� W N I � U U � o B 8 � U o � _ � � o � � � o � � r` e c � M � S � m a B g m n � I � M I a N N oC�o C C ' A � I S A < < N %—BRACING � N � N ^ " o � O 5 t�Z� — — — — — — 5 1/Z' 1 2 3 4 5 6 7 ANCHOR BOLT SETTING PLAN NOTE: AII Base Plates At 100'-0'(U.N.) I II, - - -` � s�. .. 150'-3"OUT-TO-OUT OF CONCRE " 1 2 3 4 5 1/2" 24'-8" 25'-0" 25'-0" 25'- N 12'-1 1 2" 12'-0" 1'- ' � 1'- " 12'-0" 12'-0" '-o" 12'-0" � � O N � X—BRACING � o �D D C s " � �. 3 �D D C �� nA + + o 0 0 0 + + T + 00 00 �o � '' � I� I I 1� �' �J�-�� �,.� �� � -�� "-�� W ' 14 s� 5/r�"� ; � N - W �' ' � (�. �3 I<� f � Z o . o � (o]e ; . � s� � � o �''" � o ;r'`y� o o � `'� � �� s�h��'+" � I I� � ����� �� M � •- o H �� . m o B � _,,.....-^'"" 1 � �' I.�5 K 5/��'�� �:,_ ��'� � _ , N ^�,,,,,,•••-/t I"'y^s+ �., � l � T y C _. UA o o r o 0 0 0 - � � •� K 2. N X—BRACING � � \ N � p I J� � 5 1/2" 24'-8" 25'-0" 25'-0" 25'- 1 2 3 4 - ANCHOR BOLT SETTIN� NOTE: All Base Plates At 100'—( !I, �, ; c � -- • li COl 2'-� `' ' 20,_2�� �50) -4,d-1�- -�, 20�_2„ �so 4 ��2 HI RIB 10" 10" ) 4 1�2�� �� -= ROOF SHEE�N���GA—- - - — —- — - ��- � ¢/ 4 Sp� 4'-�p 5�16 4 SP� 4'-10 5/lg„ �- Fg� �8 �2,� 6, � � � o� � � 2„� � — � _ _ — � � FgO �^a � N � � � � � o I RF1-2 N RF1-Z I o r'� �^1 ,�y Bp I ' � ND ; I � ! ����� ����'� � � / ' � M '`""� . f� ��a�J� N � I � I + ,� i � Ia� � I � w Z �- �(r1"�'�- f/� ; � C.-.� �l�� t/t"„ `s"', `+ N I o0 �� I � z - Q f�,,,,�', ; ;�"if� 2� �� l� S ct'�p , z � � � ¢ �w ¢ ir� � I I io w `n w ���W1�1 � + i 1 � �w � i o � � �U M� �V � � I � � �I Z �� �Z � � � I �� �� I � . I I I I n I I r � � � � 9�� 1'-2 5 8" 36'-0 3 4" 1'-2 5 8' 9" FLANGE CLEARANCE'+ - 40'-0" OUT-TO-OUT OF STEEL � RIGID FRAME ELEVATION A FOR RIGID FRAME LINE(S): 2 3 4 5 6 � . � � • I , Ii' c �. ' � • Job Number: R11147 Date: 01/14/04 Engineer: WAG - Allowable End Reactions (without stubs) Allowable Interior Reactions Bearing Width Purlin Size Purlin Size P„ M„ 3" 5" 6" 8" 10" 6.5Z16 3.35 5.75 6.5Z16 0.69 0.85 0.92 1.08 1.23 6.5Z14 5.18 7.85 6.5Z14 1.20 1.43 1.54 177 2.00 9Z16 3.13 8.63 9Z16 0.63 0.77 0.84 0.98 1.12 9Z15 4.01 10.64 9Z15 0.86 1.03 1.12 1.30 147 9Z14 4.91 12.32 9Z14 1.11 1.33 1.43 1.64 1.86 9Z13 7.17 15.40 9Z13 1.73 2.02 2.16 2.45 ' 2.74 LEW Recommendation :(check one) Allowable�nd Reactions(with stubs) Purlin Size Width V max Nothing Req'd Bearing Width Purlin Size 9Z16 6" 1.26 Stub Purlin 3" 5" 6" 8" 10" �� Web Crippling Clip � 6.5Z16 1.09 1.55 1 72 2.05 2.38 � 6.5Z14 1.66 2.23 2.25 2.88 3.32 y REW Recommendation: 9Z16 0.96 1.38 1.53 1.83 2.13 Purlin Size Width V max Nothing Req'd 9Z15 1.22 1.70 1.87 2.22 2.56 9Z16 6" 1.26 Stub Purlin 9Z14 1.50 2.03 2.23 2.62 3.01 Web Crippling Clip _� 9Z13 2.14 2.78 3.02 3.50 3.99 �a FIRST INTERIOR SECOND INTERIOR Purlin Size V allow M allow V max M max Purlin Size V allow M allow V max M max 9Z16 3.13 8.63 3.54 8.13 s.5Z16 3.35 5.75 0.00 0.00 9Z16 3.13 8.63 6.5Z16 3.35 5.75 SUM 6.26 17.26 SUM 6.7 11.5 Interaction Equation= 1.037 Interaction Equation= 0.000 � �I, r"TRLIN LATERAL SUPPORT INIz�STIGATIDZ+]TSUPT USE ANTI-ROLL CLIPS AS REQUIRED TO CARRY LOAD BELOW BS =25.0 (Bay Spacing, ft) Ctri =.87 (lst interior support) W =20.0 (Tributary Width, ft) Ctre =.63 (end supports) LL =20.0 (Live Loading, psf) Ctri2 =.81 (all other supports) PITCH =2.0 (inches rise/foot, roof pitch) d =9 (depth of purlin, inches) ' � b =2.75 (width of purlin flange, inches) (6.5Z, 2.5 : 9Z, 2.75) t =.0598 (purlin thickness) (.0598, .0673, .0747, .0897, .1046) I ` 7[ . np =4 (number of purlin rows between restraints) deg= 180 L =BS•12 L=300 (length of span, inches) ` �,� ; , �d � �PITCH,: � ( i ' ��- fr,//� � �;l�'P�''�� 9 =a���• ]IZ I deg (p,ngle Of Roof Pitch) , A=9.462 (degrees roof pitch) '�, CONTINUOUS I ; 053•b1'88•L�3 I I LL lst interio�r Plc =Ctri•�� �'' �•cos(6•deg)� - sin(6•deg) •BS•W � I I I . 95 1.07 .94 ; 1000 eq. D3.2.1-� , I_1np' •d •t � ; � , � Plc=0.875 � � I CONTINUOi75 end supporit 053•b�'$$•L 13! I LL eq. D3.2.1�-5 Plc =Ctre•I � �,' j•cos(6•deg) - sin(9•deg) •BS•W , L,nP.95 d1.07 t.94 i 1000 I- " - � li 'i Ii Plc=0.634 i is e, eq D3_2. -2 Pls .5• '���b - '•cos(A•deg) i - sin(6•deg)•':•BS•W LL SIMPLE np��•d�9•Y6 , 1000 V� + f 4 Pls=0.546' If Plc or Pls < 0 Purlins tend to roll down slope If Plc or Pls > 0 Purlins tend to roll up slope 1 anti-roll clip will carry 4.40 kips and 1 bolt shear capacity = 2.20 kips �����p`� . � COLD-FO'�2MED SPECIFICATION - 1996 WITH 1999 ADDENDUM � � I .__Ll 1/14/2004 , DesCalc. out Page 2 •' .. f�� (.:.; , � ------------------------------------------------------------------------------- R11147 Design Standards And Specifications 1/14/04 3 :33pm ----------------------------------------------------------------------------- The following standards, specifications, and codes are �sed in designing metal buildings at the company. , ------ -------�-------------------------------------------------------------- Standa�ds : ? A�SCE Standard: American Society of Civil Engineers, Minimum Design Loads for Buildings and Other Structures . MBMA: Metal Building Manufacturer' s Association, Low Rise Building Sys�tems Manual, latest edition. Specifications� Structural Steel : AISC Manual of Steel Construction, Allowable Stress Design - Ninth Edition Structural Joints : AISC specification for structural joints using ASTM A325 or ASTM A490 Bolts � Cold-Formed Steel : AISI Cold-Formed Steel Design Manual 1996 edition with 1999 Supplement . Welding: �iWS (American Welding Society) D1 . 1 for Structural Steel, AWS D1 .3 for Sheet Steel . CSA (Canaiian Standard Association) W59 & W47 .1 Bolts � As a standard, ASTM A325 (Type N) bolts are used as bearing type c�onnections . Occasionally, it may be necessary to use (Type X) bolts . It is ensiired that proper checking is done for this condition. ASTM A307 bolts; are used for secondary member connections. � High Strength Bolts : ASTM A325! � (Used where specified on drawings) . ASTM A325 bolts used oin rigid frame moment connections are designed as bearing type clonnections, and threads are included in the shear plane. Turn of the nl�ut method is to be used in tightening the high strength moment connection bolts . Special inspection of the tightening of these bolts is required a�s specifi!ed on building codes . � � Welding: � Welds joining flanges to splice plates, flange to flange, and web butt joints are full penetration welds with effective weld throat equal to L, or exceed'ng the required strength of the joint. ' 1/14/2004 --•- DesCalc. out Page 3 f"� , R11147 Design Loads For Each Building Component 1/14/04 3 :33pm FRONT SIDEWALL: i --------------- , WIND PRESSURE/SUCTION: � Y W'nd Wind Wind P ess Suct� Long 6.1 -17 . 6 . . Girt/Header 9 . 9 -21 . � i . . Panel 6 .1 -17 . 6i . . Jamb 2�4 . 0 -24 . 0 . . Parapet BACK SIDEWALL: WIND PRESSUR�/SUCTION: Wind Wind Wind Press Suct Long 16. 1 -17 . �6 . . Girt/Header 1�9. 9 -21 . �6 . . Panel 7�6 .1 -17 . � . . Jamb 2�4 . 0 -24 .i0 . . Parapet , i LEFT ENDWALL: � -------------- � , ' I BAS IiC LOADS : � Dead Live Snow Collateral Basic Wind Load Load Load �Load Load Wind Ratio 2 .2 20 . 0 0 . 0 0 . 0 18 .4 1 . 00 WIND PRESSUR�E/SUCTION: Wi�nd Wind Press Suc�t �6 . 1 -17 . 6 . . Column �6 . 1 -17 . 6 . . Girt/Header � �6 . 1 -17 . 6 . . Jamb �1�9 . 9 -21. 6 . Panel �, 24 . 0 -24 . 0 . . Parapet WIND COEFFICTENTS : Su�f Rafte� � Wind 1 Rafter Wind 2 Bracing_Wind Long Surface Id Left Right Left Right Left Right Press Friction 1� 0 . 00 0 . 00 0 . 00 0 . 00 0 .32 -0 . 56 0 . 00 0 . 00 2 -0 . 98 -0 . 63 -0 . 62 -0 .27 -0 . 98 -0 . 63 -0 . 95 0 . 00 3 -0 . 63 -0 . 98 -0 .27 -0 . 62 -0 . 63 -0 . 98 -0 . 95 0 . 00 4 0 . 00 0 . 00 0 . 00 0 . 00 -0 . 56 0 . 32 0 . 00 0 . 00 COLLTMN & BRA �ING DESIGN LOADS : Load Dead Snow/ Rafter Wind Brace Wind Long Column Wind I Aux Load No Id Dead �oll Live Left Right Left Right Wind Press Suct Seis � Id Coef 12 � 1 . 00 1 � 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 ' 1/14/2004 t,.��., DesCalc. out , Page 4 ��<� - . t. I , � 2 1 . 00 1 . 00 0 . 75 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 0 . 00 3 1 . 00 1 � 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0 . 75 0 . 00 0 0 . 00 4 0 . 60 0 � 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 0 . 00 5 0 . 60 0 � 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 6 0 . 60 0 ��00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 7 1 . 00 1 � �00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 05 0 0 . 00 8 1 . 00 1 � 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 -1 . 05 0 0 . 00 9 0 . 60 0 � �60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 0 . 00 ~ 10 0 . 60 0 ��60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 -1 . 00 0 0 . 00 � 11 1. 00 1 �i00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 1 . 00 ,'' 12 1 . 00 1 � 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1 . 00 RAFTE�R DESIGN ZOADS : No. � oad Snow/ Rafter Wind 1 Rafter Wind 2 I Aux Load Load Id Dead Collat Live Left Right Left Right Seis � Id Coef , 11 1 1 . 00 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 • 2 0 . 60 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 � 3 0 . 60 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 4 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 0 . 00 , 5 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 � 6 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 1. 00 7 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1 . 00 8 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 2 . 00 ' � - 9 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 2 . 00 10 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 5 2 . 00 11 1 . �0 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 6 2 . 00 , AUXIiLARY LOAD�S : No. Aux I � No. Add -- Comb -- Aux� Id jj Combs Add-Id Coeff 6 1 EliUNB LL 1 2 1 0 . 0 0 � � 2 1 . 50 2 , E l�UNB LL 2 2 1 1 . 5 0 . � j 2 0 . 00 3 EILTNB LL 3 3 3 0 . 50 � 4 0 .50 � � 5 0 . 50 4 El�UNB LL 4 3 4 0 . 50 ii 5 0 . 50 � , 6 0 . 50 5 E•1`UNB LL 5 2 3 0 .5 0 � ;� � � 6 0 . 50 6 E� �UNB LL 6 2 4 0 . 5 0 � 5 0 . 50 L � ADDITIONAL LOADS : No. Add �Surf Load � P V M Dx - Conc . Add Id, Id Type � W1 W2 Co Dx1 Dx2 - Unif . 10 1 2 D 0 . 00 0 . 00 0 . 17 0 . 00 20 .28 2 3 D 0 . 00 0 . 00 -0 . 17 0 . 00 20 .28 3 2 D -0 .25 -0 .25 0 . 17 0 . 00 13 . 18 4 2 D -0 .25 -0 .25 0 . 17 13 . 18 20 .28 5 3 D -0 .25 -0 .25 -0 . 17 0 . 00 7 . 10 6 3 D -0 .25 -0 .25 -0 . 17 7 . 10 20 . 28 7 2 D -0 . 16 -0 . 16 0 . 00 20�. 00 20 .28 8 2 D -0 . 16 -0 . 16 0 . 00 20 . 00 20 . 28 9 3 D -0 . 16 -0 . 16 0 . 00 0 . 00 0 .28 � i I ! � 1/14/�004 . DesCalc.out _ Page 5 i . � , 10 3 D -0 . 16 -0 . 16 0 . 00 0 . 00 0 .28 RIGHT ENDWALL: - -----�------- � BASIC LOADS : Dead Live Snow Collateral Basic Wind Load Load Load Load Load Wind Ratio � 2 �2 20 . 0 0 . 0 0 . 0 18 .4 1 . 00 �. WIND PRESSURE/SUCTION: W}nd Wind P�:ess Suct �.6. 1 -17 . 6 . . Column 16. 1 -17 . 6 . . Girt/Header ' 16 . 1 -17 . 6 . . Jamb 19 . 9 -21 . 6 . . Panel 24 . 0 -24 . 0 . . Parapet WIND COEFFICIENTS : - Su�f Rafter Wind 1 Rafter Wind 2 Bracing_Wind Long Surface Id Left� Right Left Right Left Right Press Friction 1 0 . 00 0 . 00 0 . 00 0 . 00 0 .32 -0 . 56 0 . 00 0 . 00 2� -0 . 98 -0 . 63 -0 . 62 -0 .27 -0 . 98 -0 . 63 -0 . 95 0 . 00 3 -0 . 63 -0 . 98 -0 .27 -0 . 62 -0 . 63 -0 . 98 -0 . 95 0 . 00 4 0 . 00 0 . 00 0 . 00 0 . 00 -0 .56 0 .32 0 . 00 0 . 00 COL & BRA�ING DESIGN LOADS : � Load Dead Snow/ Rafter Wind Brace Wind Long Column Wind � Aux Load No Id Dead C�oll Live Left Right Left Right Wind Press Suct Seis � Id Coef 12 7� 1 . 00 1� 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 ?� 1 . 00 1 � 00 0 . 75 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 0 . 00 � 1 . 00 1�00 0 . 75 ' 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0 . 75 0 . 00 0 0 . 00 0 . 60 Oi00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 0 . 00 5 0 . 60 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 6 0 . 60 0 �00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 7 1 . 00 1 �00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 05 0 0 . 00 8 1 . 00 1 �00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 -1 . 05 0 0 . 00 9 0 . 60 0 �60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 0 . 00 10 0 . 60 0 �60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 -1 . 00 0 0 . 00 11� 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 1 . 00 � 12� 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1. 00 RAFTER DESIG LOADS : y� No. Load Snow/ Rafter Wind 1 Rafter Wind_2 � Aux Load Load Id De d Collat Live Left Right Left Right Seis � Id Coef il 1 l .�oo l . 00 i . 00 o . 00 o . 00 o . 00 o . 00 o . 00 0 0 . 00 a o .��o o . 00 o . 00 s . 00 o . 00 o . 00 o . 00 o . 00 0 0 . 00 3 O .I60 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 4 O .I60 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 0 . 00 5 0 .�60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 6 1 .i00 1 . 00 0 . 00 0 . 00 0 . 00 0�. 00 0 . 00 0 . 00 1 1 . 00 7 1 .I00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1 . 00 8 1 .100 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 2 . 00 9 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 2 . 00 10 1 .i00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 5 2 . 00 11 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 6 2 . 00 1/14/2004 . DesCalc.out Page 6 � � �. .. �i AUXILARY LOADS : No � Aux No. Add -- Comb -- Au� Id � Combs � Add-Id Coeff 6 1 D2UNB LL 1 2 1 0 . 00 2 1 . 50 2 2UNB LL 2 2 1 1 . 50 2 0 . 00 ` 3 2UNB LL 3 3 3 0 . 50 � 4 0 . 50 ' 5 0 . 50 4 E2UNB LL 4 3 4 0 . 50 � 5 0 . 50 � 6 0 . 50 5 E2UNB LL 5 2 3 0 . 50 • 6 0 . 50 6 E2UNB LL 6 2 4 0 . 50 5 0 .50 � ADD �TIONAL LOADS: No. Add �Surf Load � P V M Dx - Conc. Ad Id, Id Type � W1 W2 Co Dx1 Dx2 - Unif. 10 1 2 D 0 . 00 0 . 00 0 . 17 0 . 00 20 .28 2 3 D 0 . 00 0 . 00 -0 . 17 0 . 00 20 .28 3 I 2 D -0 .25 -0 .25 0 . 17 0 . 00 13 . 18 4 2 D -0 .25 -0 .25 0 . 17 13 . 18 20 . 28 5 3 D -0 . 25 -0 .25 -0 . 17 0 . 00 7 . 10 6 3 D -0 .25 -0 .25 -0 . 17 7 . 10 20 .28 7 2 D -0 . 16 -0 . 16 0 . 00 20 . 00 20 .28 8 2 D -0 . 16 -0 . 16 0 . 00 20 . 00 20 .28 9 3 D -0 . 16 -0 . 16 0 . 00 0 . 00 0 .28 10 3 D -0 . 16 -0 . 16 0 . 00 0 . 00 0 .28 I ROOFD S� BAS C LOADS : Dead Live Snow Collateral Basic Wind Load Surface � Lo �'d Load Load Load Wind Ratio Friction 2 .2 20 . 0 0 . 0 0 . 0 18 .4 1 . 00 0. 00 � WIND PRESSUR /SUCTION: Wirid Win� Wind Pre�ss Suc� Suct R ` 10 . 0 -19 .I � . . "Purlins 10 . 0 -21 .� . . Panels 8 . 1 -5 . � -12 . 7 . . Bracing PUR IN DESIG� LOADS : Su f No. D s Load Live/ Wind Wind Aux I Load � Id Dead Collat Snow Press Suct Id 2 10 1 1 . 00 1 . 00 1 . 00 0 . 00 0 . 00 0 2 1 . 00 1 . 00 0 . 75 0 . 75 0 . 00 0 3 0 . 60 0 . 00 0 . 00 0 . 00 1 . 00 0 4 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 1 5 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 2 6 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 3 1/I4/2004 ,�-��, DesCalc.out ,, Page 7 � `,� 7 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 4 8 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 5 9 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 6 10 1 . 00 1•. 00 0 . 00 0 . 00 0 . 00 7 3 10 T 1 . 00 1 . 00 1 . 00 0 . 00 0 . 00 0 2 1 . 00 1 . 00 0 . 75 0 .75 0 . 00 0 3 0 . 60 0 . 00 0 . 00 0 . 00 1 _ 00 0 � 4 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 1 5 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 2 6 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 3 ; 7 1 . 00 1. 00 0 . 00 0 . 00 0 . 00 4 8 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 5 I 9 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 6 ' 10 1. 00 1 . 00 0 . 00 0 . 00 0 . 00 7 BRACING DESIIGN LOADS : Su�jf No._D�es Load Live/ Wind Wind Aux Id Loads Id Dead Collat Snow Press Suct Id � 4 1 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 2 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 3 0 . 60 0 . 00 0 . 00 1 . 00 1 . 00 0 4 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 3 4 1 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 0 2 1 . 00 1. 00 0 . 00 0 . 00 0 . 00 0 3 0 . 60 0 . 00 0 . 00 1 . 00 1 . 00 0 4 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 AL7X I LARY LOAD S : No� Aux o. Add -- Comb #1 -- -- Comb #2 -- -- Comb #3 -- Au � Id �Combs Add-Id Coeff Add-Id Coeff Add-Id Coeff 7 1 2 1 0 .50 2 0 . 50 � 2 2 2 0 .50 3 0 . 50 3 2 3 0 .50 4 0 . 50 4 2 4 0 . 50 5 0 . 50 5 2 5 0 .50 6 0 . 50 6 3 1 0 .50 3 0 .50 5 0 .50 7 3 2 0 .50 4 0 . 50 6 0 .50 ADDITIONAL LOADS : ; No. Add Load I P Dx - Concentrated Ad Id T� � e � Wpl Wp2 Dxl Dx2 - Uniform 6 1 D -20 . 0 -20 . 0 0 . 0 25 . 0 ' 2 D -20 . 0 -20 . 0 25 . 0 50 . 0 3 D -20 . 0 -20 . 0 50 . 0 75 . 0 4 D -20 . 0 -20 . 0 75 . 0 100 . 0 5 D -20 . 0 -20 . 0 100 . 0 125 . 0 - 6 D -20 . 0 -20 . 0 125 . 0 150 . 0 RIGID FRAME #1 : BASIC LOADS : Basic Defl Seis Weak Axis React Dead Live Snow Collateral Wind Ratio Load L Col R Col 2 .2 20 .�0 0 . 0 0 . 0 18 .4 1 . 00 0 . 0 0 . 0 0 . 0 I � . _I I , - f - 1/14/2004 ,�--, DesCalc. out ,, Page 8 r . WIND COEFFICIENTS : Surf --Wi Id 1--- --Wind 2--- Surface Id Left Right Left Right Friction � 0 .26 -0 . 51 0 . 62 -0 . 15 0 . 00 2 -0 . 87 -0 .58 -0 . 51 -0 .22 0 . 00 3 -0 .58 -0 . 87 -0 .22 -0 . 51 0 . 00 ' � -0 .51 0 .26 -0 . 15 0 . 62 0 . 00 DESTiGN LOADS :� --------------------Load Coefficients------------------- ; No. Des Load Live/ Live ---Wind 1-- ---Wind 2-- Aux � Loads Id� Dead Collat Snow Right Left Right Left Right Seis Id 1� 1 1 . 00 1 . 00 1. 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 2 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 � 3 1 . 00 1 . 00 0 . 75 0 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0 4 1 . 00 1 . 00 0 . 75 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 � 5 1 . 00 1 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0 6 1 . 00 1 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 I 7 0 . 60 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 8 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 9 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 10 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 11 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 12 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 13 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 14 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 ADD �TIONAL LOADS : No. Add Surf Load � P V M Dx Dy - Concentrated Add Id Id Type � Wpl Wp2 Co D11 D12 - Distributed 4 1 2 D -0 . 13 -0 . 13 0 . 000 20 . 00 20 .28 2 2 D -0 . 13 -0 . 13 0 . 000 20 . 00 20 . 28 3 3 D -0 . 13 -0 . 13 0 . 000 0 . 00 0 .28 4 3 D -0 . 13 -0 . 13 0 . 000 0 . 00 0 .28 , 1/14/2004 fr•�.; DesCalc. out ,,���, • Page 9 � ;. ' _____________�__________________________________________________________------- ------- R1114� Reactions, Anchor Bolts, & Base Plates 1/14/04 3 :33pm ----- ----- ---= Foundation Loads (k) ---- --------- ----------------- , Frame Col Max Pos Val Max Neg Val Anc. Bolt Base Plate Line � Line Id Horiz Vert Id Horiz Vert No. Diam Width Len Thick ----- ----- -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- ; 1 D 1 0 . 0 1 . 6 6 0 . 0 -1. 1 2 0 . 750 5 . 00 6 . 50 0 .250 1 C 7 1 . 9 -1 . 8 8 -1 . 8 -2 . 8 2 0 . 750 5 . 00 6 . 50 0 .250 1 0 . 0 4 .4 6 1 . 9 -2 . 8 1 B 7 1 . 9 -2 . 8 8 -1 . 8 -2 . 8 2 0 . 750 5 . 00 6 . 50 0 .250 1 0 . 0 4 .4 7 ' 1. 9 -2 . 8 1 A 1 0 . 0 1 . 6 7 0 . 0 -1 . 1 2 0 . 750 5 . 00 6.50 0 .250 7 A 1 0 . 0 1 . 6 6 0 . 0 -l . l 2 0 . 750 5 . 00 6 .50 0 .250 7 B 7 1 . 9 -1 . 8 8 -1 . 8 -2 . 8 2 0 . 750 5 . 00 6 . 50 0 .250 1 0 . 0 4 .4 6 1 . 9 -2 . 8 7 C 7 1 . 9 -2 . 8 8 -1 . 8 -2 . 8 2 0 . 750 5 . 00 6 . 50 0 .250 � 1 0 . 0 4 .4 7 1 . 9 -2 . 8 7 D 1 0 . 0 1 . 6 7 0 . 0 -l . l 2 0 . 750 5 . 00 6 .50 0 .250 *2 D 1 3 . 5 11 . 6 2 -4 .2 -4 . 1 4 0 . 750 5 . 00 11 . 00 0 .500 3 0 . 7 -7 . 5 *2 A 4 4 .2 -4 . 1 1 -3 . 5 11 . 6 4 0 . 750 5 . 00 11 . 00 0 .500 1 -3 . 5 11 . 6 5 -0 . 7 -7 . 5 ---- -------- ---------------------------------------------------------------- *2 Frame Li �es : 2 3 4 5 6 Load Load Ic�. Combi ation � -- -----�------------------------ r DL+CO I LL k 0 . 60D �+WL2 3 0 . 60D �+LnWndL � 0 . 60D +WR2 . � 0 . 60D �+LnWndR �6° 0 . 60D �+WL1+WS "/� 0 . 60D �+WRl+WS 8 0 . 60D �+WP BRAC NG/PANEL SHEAR REACTIONS : -------Bracing (k ) -------- Panel --- all-- Qol ----Wind---- --Seismic--- Shear Loc Line �ine Horz Vert Horz Vert (lb/ft) 1/14/2004 DesCalc.out �.�;�. Page IO �� . ;,. ---- ---- ---- ----- ----- ----- ----- ------- 1 41 . 03 A 2 , 3 2 .47 1 . 38 0 . 00 0 . 00 7 41 . 03 D 3 , 2 2 .47 1.38 0 . 00 0 . 00 � _____________�_________________________________________________________________ R11147 Additional Reactions Report 1/14/04 3 :33pm ------------------------------------------------------------------------------- ----- ------------------------------------------------------------------------- Rigid Frame Column Reactions Fram Col ---Dead--- Collateral ---Live--- --Live R-- -Wind Ll-- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert ---- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- *2 D 0 .4 1 . 6 0 . 0 0 . 0 3 . 1 10 . 0 1 . 6 2 .4 -4 .2 -8 .4 *2 A -0 .4 1 . 6 0 . 0 0 . 0 -3 . 1 10 . 0 -1 . 6 7 . 6 -1 . 0 -5 . 0 ------------------------------------------------------------------------------ Frame Col -Wind R1-- -Wind L2-- -Wind R2-- Seismic L- Seismic R- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- *2 D 1 . 0 -5 . 0 -4 . 5 -5 . 1 0 . 8 -1 . 6 0 . 0 0 . 0 0 . 0 0 . 0 *2 A 4 .2 -8 .4 -0 . 8 -1 . 6 4 . 5 -5 . 1 0 . 0 0 . 0 0 . 0 0 . 0 ---- ------------------------------------------------------------------------ Frame Col -LnWind L- LnWind R- Line� Line Horiz Vert Horiz Vert ---- ------ ----- ----- ----- ----- *2 D 0 . 5 -8 . 5 0 . 0 -7 .4 *2 A 0 . 0 -7 .4 -0 . 5 -8 . 5 ` *2 Frame Li es : 2 3 4 5 6 - Endwall Column Reactions ------------------------- -Out Of Plane- Fram Col Dead Collat Live -Brc Wind L- -Brc Wind R- Wind P Wind S Line Line �ert Vert Vert Horz Vert Horz Vert Horz Horz -----' ---- ----- ----- ----- ----- ----- ----- ----- ------ ------ 1 D 0 .2 0 . 0 1 .4 0 . 0 -1 . 2 0 . 0 -0 . 8 0 . 0 0 . 0 1 C 0 . 7 0 . 0 3 . 7 0 . 0 -3 . 2 0 . 0 -2 .2 -1 . 8 1 . 9 1 B 0 . 7 0 . 0 3 . 7 0 . 0 -2 . 2 0 . 0 -3 .2 -1 . 8 1 . 9 1 A 0 .2 0 . 0 1 . 4 0 . 0 -0 . 8 0 . 0 -1 .2 0 . 0 0 . 0 7 A 0 .2 0 . 0 1 .4 0 . 0 -1 . 2 0 . 0 -0 . 8 0 . 0 0 . 0 7 B 0 . 7 0 . 0 3 . 7 0 . 0 -3 . 2 0 . 0 -2 .2 -1 . 8 1 . 9 ' � -------- 1/14/2004 , DesCalc.out ,�--,., Page I1 ;` i 7 C 0 . 7 0 . 0 3 . 7 0 . 0 -2 .2 0 . 0 -3 .2 -1 . 8 1 . 9 7 D 0 .2 0 .0 1 .4 0 . 0 -0 . 8 0 . 0 -1 .2 0 . 0 0 . 0 Endwall Column Reactions ------------------------- Fram Col Raf Wind L- -Raf Wind R- --Seismic L- --Seismic R- Line Line Horz Vert Horz Vert Horz Vert Horz Vert 1 D 0 . 0 -1 .2 0 . 0 -0 . 8 0 . 0 - 0 . 0 0 . 0 0 . 0 ' 1 C 0 . 0 -3 .2 0 . 0 -2 .2 0 . 0 0 . 0 0 . 0 0 . 0 1 B 0 . 0 -2 .2 0 . 0 -3 .2 0 . 0 0 . 0 0 . 0 0 . 0 1 A 0 . 0' -0 . 8 0 . 0 -1 .2 0 . 0 0 . 0 0 . 0 0 . 0 � 7 A 0 . 0 -1 .2 0 . 0 -0 . 8 0 . 0 0 . 0 0 . 0 0 . 0 � 7 B 0 . 0 -3 .2 0 . 0 -2 .2 0 . 0 0 . 0 0 . 0 0 . 0 7 C 0 . 0 -2 .2 0 . 0 -3 .2 0 . 0 0 . 0 0 . 0 0 . 0 7 D 0 . 0 -0 . 8 0 . 0 -1 .2 0 . 0 0 . 0 0 . 0 0 . 0 Fram Col �-Aux 1-- --Aux 2-- --Aux 3-- --Aux 4-- --Aux 5-- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert ----- ---- ��---- ----- � ----- ----- ----- ----- ----- ----- ----- ----- Frame Col -Aux 6-- � Line Line Horiz Vert ----- ---- �---- ----- ------------- -------------------------------------------------------------- 1/14/�004 FramSum.out Page 1 ,` , �''" . �; • '. ROCKFORD MANUFACTURING FRAMING SUMMARY FOR PRINCETON CONSTRUCTION CO. JOSH THAKRAR ZEPHYRHILLS, FL R11147 BUILDING DATA width (ft) = 40 . 0 Length (ft) = 150 . 0 Eave Height (ft) = 16 . 0/ 16 . 0 Roof Slope (rise/12) = 2 . 00/ 2 . 00 Dead Load (psf ) = 2 .20 Live Load (psf ) = 20 . 00 Collat . Load (psf ) = 0 . 00 ' Wind Speed(mph ) = 110 . 0 Wind Code = FBC Ol Closed/Open = C ' Exposure = B Importance - Wind = 1 . 00 Importance - Seismic = 1 . 00 Seismic Coeff = 0 . 00 Designer = WAG --------------- 1/14/04 I � ---- 1/14/2 0 0 4 ����. FramSum.ou t . Page 2 �._ , . _______________________________________________________________________________ ----- ------ -- R1114� FRAMIN� SUMMARY: Roof 1/14/04 3 :33pm � PURL N LAYOU : . Surf�ce Pu lin Surf Ext Stub Purlin Total Peak Set_Space- Id - _T� ie- Left- Right Left- Right Rows_ Space Space Row �, ---- - � 2 Zi 0 . 00 0 . 00 N N 4 0 . 833 3 Z � 0 . 00 0 . 00 N N 4 0 . 833 PURL N & EAVE STRUT SIZE: i Su �face Ba� Purlin -Purlin Lap- IS Flg Eave d I Size Left Right Strap Strut 2 1 9Z14 2 . 88 1 9C14L 2 9Z16 2 . 88 2 . 88 1 9C14L 3 9Z16 2 . 88 2 . 88 1 9C14L 4 9Z16 2 . 88 2 . 88 1 9C14L 5 9Z16 2 . 88 2 . 88 1 9C14L 6 9Z14 2 . 88 1 9C14L 3 1 9Z14 2 . 88 1 9C14L 2 9Z16 2 . 88 2 . 88 1 9C14L 3 9Z16 2 . 88 2 . 88 1 9C14L 4 9Z16 2 . 88 2 . 88 1 9C14L 5 9Z16 2 . 88 2 . 88 1 9C14L 6 9Z14 2 . 88 1 9C14L ROOF 'BRACING: Ba�y Brace Attachment Location (Distance measured from back sidewall) Id Type 0 . 0 13 0 27 . 0 40 . 0 --- ----- ----- ----- ----- ----- ' 2 Cable 0 .313 0 . 313 0 . 313 ` BOLTS' AT EAVE STRUT: Wall Frame L'ne Lap ------Bolt Size------ Id Id T , e Plate No Type Diam Washer ---- -- --I�- ----- -- ----- ----- ------ 2 1 EG� 2 A307 0 . 500 0 2 2 R� N 2 A307 0 . 500 0 2 3 R � N 2 A307 0 . 500 0 2 4 R�' N 2 A307 0 . 500 0 2 5 RF N 2 A307 0 . 500 0 2 6 RiLF-' N 2 A307 0 . 500 0 2 ' 7 EIW . 2 A307 0 . 500 0 4 7 EW 2 A307 0 . 500 0 � 1/14/2004 , FramSum. out :-�;:�, Page 3 r 4 6 RF� N 2 A307 0 .500 0 4 5 RF� N 2 A307 0 . 500 0 4 4 RF N 2 A307 0 . 500 0 4 3 RF N 2 A307 0 . 500 0 4 2 RF� N 2 A307 0 . 500 0 4 1 EW 2 A307 0 . 500 0 PURLIN ANTI-ROLL: Surf Line Ds A Rol No. ; Id Id AntiRoll Type Id Purlin Purlin Id ---- ---- �-�------------ -------- ------ -------------------- 2 L EW Direct bolt @002 1 4 2 RF Direct bolt @002 1 4 � 2 R EW Direct bolt @002 1 4 3 L EW Direct bolt @002 1 1 - � 3 RF Direct bolt @002 1 1 � 3 R EW Direct bolt @002 1 1 ______________ ________________________________________________________________ � ---- - -- --- - --- - -- --- --- -- --- R11147i _____-_--FRAMING SUMMARY: Left--Endwall___-------1/14/04-_3�33pm -------------- ----------- ----- -------- ---------------------------------------------------------------- RAFTERS/SPLICE PLATES: S�rf � � afters � Splice_Plates � Bolts ' , I�d � Id � ien+/- Size � Type Width Thick � Type Diam Space Gage Row � -—- -- ------ -------- ------ ----- ----- ---- ----- ----- ---- --- 2 1 20 . 3 8D14 � 3 2 20 . 3 8D14 Moment 6 . 0 0 . 375 A325 0 .500 3 . 00 3 . 00 4 COLUMNS : C�lumn Column Column Column � --Base_Bolts-- ---Top_Bolts-- �Id Offset Len+/- Size I No Type Diam No Type Diam - ---- --�--- ------ -------- -- ----- ----- -- ----- ----- 1 0 . 0 14 . 7 8C14 2 A325 0 . 500 2 A325 0 . 500 � 2 13 . 0 16 . 7 8D14 4 A325 0 . 500 2 A325 0 . 500 3 27 . 0 16 . 7 8D14 4 A325 0 . 500 2 A325 0 . 500 4 39 . 3 14 . 7 8C14 2 A325 0 . 500 2 A325 0 . 500 GIRTS : Girt Bay --Girt Lap-- IS Flg Type Id Left Right Strap ---- --- ----- ----- ------ I Z 1 0 2 1 3 0 GIRT LOCATION: i 1/14/2�004 ,,,,-, FramSum.out Page 4 F. , (` � Ba�y No. Girt_Location I Girt 1 2 --- ---- -------- -------- 1 2 7 .3333 13 . 0000 2 2 7 .3333 13 . 0000 3 2 7 .3333 13 . 0000 ` GIRT ',SIZE: (F 11 Bay Girts) � Bay No. Girt Id ` Icl Girt 1 2 -�- ---- -------- -------- 7� 2 9Z16 9Z16 2 9Z16 9Z16 3 2 9Z16 9Z16 _______________________________________________________________________________ R11147 _-____--_FRAMING SiJMMARY: Right Endwall 1 1/14/04 3 :33pm -----I-------- ____________________________________ - RAFT�RS/SPLIC PLATES : Surf � afters ( Splice_Plates � Bolts �d � Id �en+/- Size � Type Width Thick � Type Diam Space Gage Row �----- ------ ----- ----- ---- ----- ----- ---- --- 2 1 20 _3 8D14 3 2 20 .3 8D14 Moment 6 . 0 0 .375 A325 0 . 500 3 . 00 3 . 00 4 COLUMNS : Column Column Column Column � --Base_Bolts-- ---Top_Bolts-- �Id Offset Len+/- Size--- � No Type Diam No Type Diam ------ ------ ------ ----- -- ----- ----- -- ----- ----- 1 0 . 0 14 . 7 8C14 2 A325 0 .500 2 A325 0 .500 2 3 . 0 16 . 7 8D14 4 A325 0 . 500 2 A325 0 .500 3 27 . 0 16 . 7 8D14 4 A325 0 . 500 2 A325 0 .500 - 4 40 . 0 14 . 7 8C14 2 A325 0 . 500 2 A325 0 .500 - GIRTS : Girt Bay --Girt Lap-- IS_Flg Type Id Left Right Strap --&- --- ----- ----- ------ Z�' 1 0 2 7- 3 � GIRT LOCATION: � Bay No. Girt Location I� Girt 1 2 � 1/14/2004 � . FramSum.out ,�_.., Page 5 - , i� 1 2 7 .3333 13 . 0000 2 2 7 .3333 13 . 0000 3 2 7 .3333 13 . 0000 , GIRT SIZE: (Full Bay Girts) . Ba,y No. Girt Id Id Girt 1 2 --- ---- -------- -------- 1 2 9Z16 9Z16 2 2 9Z16 9Z16 � 3 2 9Z16 9Z16 __________________________________________________ ____________________________________ � R11147 �- FRAMING SUMMARY: Front Sidewall 1 14 04 3 :33 m / / P GIRTS�: Girt Bay --Girt_Lap-- IS_Flg T le Id Left Ri ht Stra , YP 3 P I� ---�- --- ----- ----- ------ ZB 1 1 . 88 3 � 2 1 . 88 1 . 88 3 3 1 . 88 1 . 88 3 4 1 . 88 1 . 88 3 5 1 . 88 1 . 88 3 6 1 . 88 3 GIRT LOCATION: Bay No. Girt_Location Id Girt 1 2 � 2 7 . 3333 13 . 0000 2� 2 7 . 3333 13 . 0000 � 3� 2 7 .3333 13 . 0000 41 2 7 . 3333 13 . 0000 5 2 7 .3333 13 . 0000 6 2 7 . 3333 13 . 0000 GIRT SIZE: ( ull Bay Girts) Bay No. Girt Id Id Girt 1 2 --- ---- -------- -------- 1 2 9Z15 9Z16 2 2 9Z15 9Z16 ' 3 2 9Z16 9Z16 4 2 9Z16 9Z16 5 2 9Z15 9Z16 i -- _ � t 1/14/2 0 04 , FramSum.ou� ��.,_ Page 6 {„ t 6 2 9Z15 9Z16 WALL RACING: � Bay Brace Brace Brace Id Keighl Type Diam ----- ----- -------- ----- " 2 16 . 0 Cable 0.313 R1.1147 FRAMING SUMMARY: Back Sidewall �` 1/14/04^ 3 :33pm --_ -__ _ _ - - -- - -= -=---__ --- ______________�__=____=_���__==_=____==_==__==___=__=___=___==_____=___=____==_ DOOR JAMBSjHE ERS : -------------Member Size-------------- Bay -----------Qpeni.ng_�ize---------- Left Right � Door poor Id Width Heigh�. Sill O�fse�. Jarnb Jamb Header Sill 1 12 , 0000 14 . 0000 0 . 000 12 _ OOQO 9C14 9C16 9C16 3 12 . 0000 14 . 0000 0 . 000 10 . 0000 9C16 9C16 9C16 4 12 . 0000 14 . 00QQ 0 .400 12 .40Q0 9C14 9C16 9C16 6 12 . 0000 14 . 0000 0 .000 1, . 0000 9C16 9C14 9C16 GIRT • Gi�t Bay --Gir� Lap-- IS FIg Type Id Left� Right Strap ----�- ---- ----- ------ ------- Z 1 1 .88 3 2 1. 88 1.$8 3 3 1 . 88 1. . 88 3 4 , 1 . 88 1.$8 3 5 1 . 88 1 . 88 3 6 1. 88 � 3 GIRT LOCATIO : B�y No. Girt^I,oca�ion Id Girt 1 2 - -�- ---- -------- -------- � 2 7 . 3333 1.3 . 0000 C 2 7.3333 13 .00QQ 3 2 '7 . 3333 13 . OQ00 � 2 7 . 3333 13 . 0000 5 2 7 . 3333 13 .0000 � r 5 2 7 . 3333 1,3 . 0000 GIRT SIZE: { ull Bay Girts} B y No. Girt Id Ic� Girt 1 2 � � 1/14/2004 FramSum. out ,,,.,, Page 7 l� �� --- ---- -------- -------- 2 2 9Z15 9Z16 5 2 9Z13 9Z16 GIRT �IZE : (P rtial Bay Girts) Ba, Girt Girt Id ' Id Id 1 2 --- ---- -------- -------- 1 L-J 9Z16 9Z16 � J-R 9Z15 9Z16 3 L-J 9Z16 9Z16 J-R 9Z16 9Z16 4 L-J 9Z16 9Z16 J-R 9Z13 9Z16 6 L-J 9Z13 9Z16 J-R 9Z16 9Z16 WALL RACING: Bay Brace Brace Brace Id Heigh Type Diam I ---- ----- -------- ----- i 5 16 . 0 Cable 0 .313 � 1/14/2004 � . RoofDes.out _ Page I � ;l *______ ________�------------ ________________________________ ; ________________________________ *R11147 i Roof Design Input 1/14/04 3 :32pm *_______________'__________________________________________________---- � _____________ � , � *------ --------------- I I * < PROGRAM OPERATION > ' *----- � ------ � �------- -- --, * I * (1) JOB� D: (Max:l 60 char) � 'R1 147 ' I • I � * (2) PROGRAM OPTI;ONS : * Run Run� Run * Purlin Pane�l Brace �y�� �Y' ,Y, �I * (3)DESIGN CODE.I * i ' *Design ---Steel Code--- ---Build--- Seismic * Code Cold � Hot Country Code Year Zone 'WS ' 'AISI96 'AISC89 ' ' ---- ' 'FBC ' ' 01 ' ' - ' * (4) DESIGN CONSTANTS : Wind * -----Steel Yieild(ksi ) ---- ------Stress Ratio------ Lap Strength * Purlin Panel � R Col W Col Purlin Panel Wind Frame Stiff Factor � 55 . 0 80 . 0 i 36. 0 50 . 0 1 . 03 1 . 03 1 . 03 0 .50 1 . 0000 � * (5)DEFLECTION L�IMITS : * -----�Purlin-�I---- ----Extension----- ---Panel--- Wind * Live Wind Total Live Wind Total Live Wind Frame 180 . 0 120 . 0 ! 0 . 0 180 . 0 120 . 0 0 . 0 180 . 0 120 . 0 100 . 0 * (6) REP RTS : * Input Purlin Purlin Eave Roof Cable * Echo Design Summary Strut Panel Brace � I � �y� I �Y� �y� �Y� �Y� � i * (7)BUILDING TYPE: * Build L Expand_EW R Expand EW ------Open_Wall------- �* Type Use Of�fset Use Offset L EW F SW R EW B SW 'FF- ' 'N ' 0;. 000 'N ' 0 . 000 'N' 'N' 'N' 'N' ''*------ I -- * < BUILDING LAYOUT > *------�-------�----- � � (8) BUILDING SHAPE: * No. � X Coor� Y Coord * Surf (ft) (ft) 4 0 . 000 � 16 . 0000 20 . 0000 19 .3333 40 . 0000 16 . 0000 40 . 0000 0 . 0000 1/14/i2004 � , RoofDes. out (.;,,�., Page 2 c``~ � . , , I ' I * (9)W.ALL BAY SPACING: (Max: 40 bays) � * Wall Sets Of Bay No. * Id Bays '� Width Bays • , 1 3 � ��� 13 . 0000 1 I 14 . 0000 1 'i 13 . 0000 1 - ' _ 2 1 �'i 25 . 0000 6 � � 3 3 � 13 . 0000 1 . '� 14 . 0000 1 � 13 . 0000 1 i � 4 1 ' 25 . 0000 6 � i 5 1 �� 25 . 0000 6 , I '� * (10) FRAMED OPENINGS : * Wall No. Bay Open Open Open Open * Id Opens Id Width Height Offset Type � 1 0 � 2 0 � - 3 0 � 4 4 �� l 12 . 0000 14 . 0000 12 . 0000 2 ! 3 12 . 0000 14 . 0000 10 . 0000 2 � 4 12 . 0000 14 . 0000 12 . 0000 2 �� 6 12 . 0000 14 . 0000 1-. 0000 2 I * (11) PARTIAL WALLS : ' * Wall Set Of j --Bay_Id-- Wall Base Full * Id Bays '�Start End Height Type Load Use 1 0 � 2 � I 3 0 ' 4 0 I * (12) SURFACE EXTENSION/FRAME RECESS : * Surf ---SurfllExt--- Frame Recess ----Rafter_Size----- * Id Left RiQht Left Right Left Right 2 0 . 0000 0 . 0000 0 . 3333 0 .3333 ' 8D14 ' ' 8D14 ' � 3 0 . 0000 0 . 0000 0 . 3333 0 .3333 ' 8D14 ' ' 8D14 ' *--------------�---- � * < FRAMING DES'IGN > *------I------------- * � * (13) PURLINS : * Surf Purlin OS Flg IS_Flg Set Set_Lap Max Unbr * Id Type Brace Brace Depth Ext Int Length 2 � Zg� �y � �y� 0 . 0.00 0 . 0000 0 . 0000 19 . 0000 3 ' ZB' 'Y' 'Y' 0 . 000 0 . 0000 0 . 0000 19 . 0000 * (14) PURLIN SPACING: * Surf Peak Max Set Set_Of -Set_Space- * Id Space Space Space Space Space No. . � 1/14/2004 ., . RoofDes.out � ,i ��: Page 3 i i - 2 0 . 8333 ! 5 . 0000 0 . 0000 0 3 0 . 8333 5 . 0000 0 . 0000 0 I * (15) PURLIN SIZE: - * Surf Set � No. * �d Purli Purl Purlin_Size 2 'N' � 0 � 3 'N' ' 0 � I � (16) P�ANELS & EAVE STRUT: . * Pa�nel �Standing Eave ---Gutter--- Girt_Depth * Size � Seam Type F SW B SW F SW B SW ' 26 HR ' i 'N' 'EO' 'N' 'N' 9 000 9 000 * (17)W�ND FRAMING SELECTION: * -----�i----Order Of Selection----------- r * Wall Panel iDiagonal Wind Wind Weak Axis * Id Shear � Bracing Bent Column Bending 2 �N� ; �y � �N� �N� �N� 4 �N� ; �Y � �N� �N� �N� �, 5 'N' 'Y ' i i * (18) RQOF DIAGONAL BRACING: * Max Pan Brace Each User Selected_Roof_Bays * SY�ear lype EW No. Bay_Id 75 . 0 'CR!, 'L' 0 � � I * (19) S �DEWALL DIAGONAL BRACING: * Wall Max P�an Brace � User Selected SW Bays * Id Shea� Type No. Bay_Id 2 75 .��0 ' CR' 0 4 75 . 0 ' CR' 0 I * (20)WIiND BENTS :i *Wall �Member Col Raf No Of * Id Type De,pth Depth Bays Bay_Id 2 'W' P�. 00 0 . 00 0 4 'W' 0 . 00 0 . 00 0 * (21)W I�ND COLL7Ni�TIS : �* Wall --Membe�r-- No Of Left/ * Id Type �D�epth Col Bay Id Right 2 'W' 0 . 00 0 � 4 'W' 0 . 00 0 * (22) WALL BRACING ATTACHMENT *Wall No Of Attach --Bay_Id-- No_Of * Id Attach Id Start End Level Level Height 2 1 1 1 6 1 16 . 0000 4 1 2 1 6 1 16 . 0000 * (23) EA�E EXTEN�IONS SIZE: * *Wall No_Of E�t --Bay Id-- ---Extension_Size--- Edge_Extend Eave � 1/14/2004 � RoofDes.out � Page 4 � i �.�� �.�.. � � � _ *Id Extend ; Id Start End Height Width Slope Left Right Type 2 0 � 4 0 � , i , * (2 4) EAVE EXTE�NS I ONS PURL INS : * � i *Ext Purlin OS Flg IS_Flg Set Set Lap Max UnBr Peak Max Set i �— _ *Id Type Brace Brace Depth Ext Int Length Space Space Space � * (25) CIANOPY �, SIZE: , * : � *Wall No Of Ext --Bay Id-- ---Extension Size--- Edge_Extend Eave *Id Extend �Id Start End Height Width Slope Left Right Type 1 0 . 2 0 � 'I 3 0 4 0 ; ' I * (26) CANOPY ; PURLINS : * ' *Ext Purlin OS�'_Flg IS Flg Set Set_Lap Max_UnBr Peak Max Set ' *Id Type Brace Brace Depth Ext Int Length Space Space Space ' I I * (2 7) CANOPY PANELS : * I *Ext Panel I Standing ' *Id Size ; Seam � * (28) FACIA/PAR.iPET LAYOUT: * � *Wall No Of Ext --Bay_Id-- Edge_Extend Eave Use *Id Extend Id Type Start End Left Right Mount Type Gutter 1 0 � 2 0 � 3 0 � 4 0 �I * (29) FACIA/PARAi IET SIZE: * *Ext ----Extension Size----- ---------Facia--------- Arm Back Facia *Id Height Width Slope Elev Height Slope Slope Slope Project * (30) FACIA/PARAPET PURLINS : : * *Ext Purlin OS Flg IS Flg Set Set Lap Max UnBr Peak Max Set *Id � ype B ace Brace Depth Ext Int Length Space Space Space * (31) FAC IA/PARAPi T PANELS : * *Ext - -Roof P � el-- ----Soffit Panel--- -Front Panel-- ----Back Panel----- *Id S2ze I �Seam Size Rot Space Size SSeam Size Rot Space * (32) EXTENSION BRACING: * � *Ext Max_Pan IBrace User Selected Bays *Id � Shear Type No. Bay Id � I -- ----- 1/14/2 0 04 I ; r'�;�� RoofDes.ou t �,;�. Page 5 I , , • * (3 3) BASE ELESIATI ON: * Sidewalls � � * Frorit Back � 0 . 00 O . 00i • � *-----I--------I�--- * < DESIGN LOADS > *-------------��'--- - * i � , * (34)BASIC LOAD,S : � * Dead Collat L!ive Snow Basic Wind Ld Rat Frict Edge_Strip --Seis_Coef-- % * Load Load L�oad Load Wind Defl Factor Coef Width Ratio Frame Brace Snow 2 .2 0 . 0 2�,0 . 0 0 . 0 T8 .4 1 . 00 1 . 00 0 . 00 4 . 000 1. 22 0 . 0000 0 . 0000 0 . 00 �� * (35)W�ND PRESSIURE/SUCTION: (psf ) * Wi.nd Wind Wind � ' * Press Suct Suct R 10 . 0 -19'. 9 . . Purlins � 0 . 0 -30I. 8 . . Gable Extension 10 . 0 -2��. 7 . . Panels I8 . 1 -5 �. 9 -12 . 7 . . Bracing I * (36) E�TENSION BASIC LOADS : * ' ------Purlin Wind------ -------Panel Wind-------- I *Ext Dead Collat Live Attach Beam Facia Beam Attach Beam Facia Beam *Id I,oad Load Load Press Suct Press Suct Press Suct Press Suct i � * (37) PURLIN DESIGN LOADS : * * Surf No Des ILoad Live/ Wind Wind Aux Load * Id Loads Id Dead Collat Snow Press Suct Id Coef 2 10 1 1 . 00 1 . 00 1 . 00 0 . 00 0 . 00 0 0 . 00 2 1 . 00 1 . 00 0 . 75 0 . 75 0 . 00 0 0 . 00 3 0 . 60 0 . 00 0 . 00 0 . 00 1 . 00 0 0 . 00 4 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 1 2 . 00 5 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 2 2 . 00 6 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 3 2 . 00 7 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 4 2 . 00 8 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 - 5 2 . 00 ' ' 9 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 6 2 . 00 10 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 7 2 . 00 3 10 1 1 . 00 1 . 00 1 . 00 0 . 00 0 . 00 0 0 . 00 ' 2 1 . 00 1 . 00 0 . 75 0 . 75 0 . 00 0 0 . 00 3 0 . 60 0 . 00 0 . 00 0 . 00 1 . 00 0 0 . 00 4 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 1 2 . 00 5 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 2 2 . 00 6 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 3 2 . 00 7 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 4 2 . 00 8 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 5 2 . 00 9 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 6 2 . 00 10 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 7 2 . 00 * (38) PURLIN DESTGN LOADS : Deflection * * Surf No Des Load Live/ Wind Wind Aux Load � f ------ 1/14/2004 , ,.�;';� RoofDes. out , Page 6 I t. � * Id Loadsi Id Dead Collat Snow Press Suct Id Coef 2 0 i 3 0 �� • - * (39) RACING DESIGN LOADS : * I * Sur � No Desl�, Load Live/ Wind Wind Aux Load _ * Id Loadsj Id Dead Collat Snow EW Roof Seis Id Coef 2 4 '� 1 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 0 0 . 00 j 2 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 70 0 0 . 00 : I 3 0 . 60 0 . 00 0 . 00 1 . 00 1 . 00 0 . 00 0 0 . 00 � 4 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 70 0 0 . 00 3 4 II 1 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 0 0 . 00 � 2 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 .70 0 0 . 00 � 3 0 . 60 0 . 00 0 . 00 1 . 00 1 . 00 0 . 00 0 0 . 00 ' ! 4 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 70 0 0 . 00 * (40) E� TENSION �DESIGN LOADS : * i I * No Des �� Load Live/ Wind Wind Aux Load � * Loads � Id Dead Collat Snow Press Suct Id Coef . 0 ' * (41)EXTENSION DESIGN LOADS : Deflection � * I * No Des ' Load Live/ Wind Wind Aux Load * Loads Id Dead Collat Snow Press Suct Id Coef p � � * (42)AUXILIARY LOADS : * No. Aux Aux No. Add Add Load * Aux Id Name Combs Id Coef 7 1 ' -��------- ' 2 1 0 . 50 2 0 : 50 2 ' - -------- ' 2 2 0 . 50 3 0 . 50 3 ' ---------- ' 2 3 0 . 50 4 0 . 50 4 ' ---------- ' 2 4 0 . 50 5 0 . 50 5 ' ---------- ' 2 5 0 . 50 ' 6 0 . 50 6 ' ---------- ' 3 1 0 . 50 3 0 . 50 � 5 0 . 50 7 ' -- ------- ' 3 2 0 . 50 4 0 . 50 6 0 . 50 * (43)AD ITIONAL LOADS : (F-lb/ft, W-psf, Dx-ft) * No. Add Su�f Basic Load � Fy Dx - Concentrated * Add Id Id Load Type � Wl W2 Dx1 Dx2 - Distributed 6 1 0 ' ------ ' 'D ' -20 . 0 -20 . 0 0 . 00 25 . 00 2 0 ' ------ ' 'D ' -20 . 0 -20 . 0 25 . 00 50 . 00 3 0 ' ------ ' 'D ' -20 . 0 -20 . 0 50 . 00 75 . 00 4 0 ' ------ ' 'D ' -20 . 0 -20 . 0 75 . 00 100 . 00 5 0 ' ------ ' 'D ' -20 . 0 -20 . 0 100 . 00 125 . 00 � - -- 1/14/2004 I ;;�°";`� RoofDes. out Page 7 I (,,r,. I �� � ------ � � � 6 0 D -20 . 0 -20 . 0 125 . 00 150 . 00 * (44) PURLIN LAPS : *Surf Data ------Set 1------- ------Set 2------- ------Set 3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan 2 ' - ' � I 3 ' - ' 0 � � _ � * (45) PURLIN LAPS : Extensions * I _ *Ext Data ------Set 1------- ------Set 2------- ------Set 3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan * (46) PURLIN ST�RAPS : * Dat�a ---Set 1--- ---Set 2--- ---Set 3--- ---Set 4--- * Opt Set�s Strap Quan Strap Quan Strap Quan Strap Quan � _ � p ; I * (47) PURLIN STRAPS : Extensions * *Ext Data ---Set 1--- ---Set 2--- ---Set 3--- ---Set 4--- * Id Opt Sets� Strap Quan Strap Quan Strap Quan Strap Quan * Code file used �was C:\MBS\CODE\ROOFFBC. Ol --------------'---------------------------------------------------------------- -----I ------------------------------------------------------------------------ R1114 i Roof Design Code 1/14/04 3 :32pm ______________',______________________________________________________- i , STRUCTURAL CODE: �Design B sis - WS Hot Rolled Steel - AISC89 Cold Formed Steel - AISI96 BUILDING CODE: Wind Code - FBC Year - Ol - � Seismic Zone - - = f ______________________________________________________________________________ R11147 Purlin Design Report 1/14/04 3 :32pm _ ------------------------------------------------------------------------------ ------------------------------ ROOF PURLIN DESIGN RUN # 1, SURFACE # 2 (Edge Strip Zone= 4 . 00) ------------------------------ PURLII� LAYOUT: I Bay Span Purl ' n Span Lap_Dist (ft) No . No. Unit Total 1/I4/2004 I ,��`'��; RoofDes. out _ Page 8 ,. , �' I ' �� 'i � Id Id Size (ft) Left Right Space Row Brace Weight Weight --- ---- -------- ----- ----- ----- ----- --- ----- ------ ------ 1 9Z1I � 0 . 33 4 . 86 1 0 1 . 3 1 .3 1 2 9Z14� i 24 . 67 � 2 . 88 4 . 86 1 1 110 .2 110 .2 2 3 9Z16i � 25 . 00 2 . 88 2 . 88 4 . 86 1 1 97 . 1 97 . 1 3 4 9Z16�� � 25 . 00 2 . 88 2 . 88 4 . 86 1 1 97 . 1 97 . 1 4 5 9Z16 � 25 . 00 2 . 88 2 . 88 4 . 86 1 1 97 . 1 97 . 1 5 6 9Z16 ' 25 . 00 2 . 88 2 . 88 4 . 86 1 1 97 . 1 97 . 1 6 7 9Z14j 24 . 67 2 . 88 4 . 86 1 1 110 .2 110 .2 8 9Z14 � 0 .33 4 . 86 1 0 1 .3 103 � _ i ------ i Total (lb) = 611. 7 ' � Purlin DL= 0 . 84 (psf ) i I I LOAD COMBINATZON # 2 : DL+CO+LL+WP li --------------�------------------------------------ I i �� i PURLIN ANALYSIIS : --------SHEAR(k ) -------- -------MOMENT (f-k ) ------- Span Left ; Left Right Right Left Left Mid-Span Right Right Id Sup � Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- �---- ----- ----- ----- ----- ----- ----- ----- ----- 1 0 . 00 I -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 2 1 .22 ! -1 . 52 -1 . 88 0 . 01 -5 . 94 9 . 72 3 .24 8 . 13 3 1 . 66 1 .29 -1 . 13 -1 .49 8 . 13 3 . 90 -2 . 74 13 . 14 2 . 34 6 . 12 4 1 . 55 1 . 19 -1 . 24 -1 . 60 6 . 12 2 . 19 -3 .39 12 .29 2 . 70 6 . 78 5 1 . 60 1 .24 -1 . 19 -1 . 55 6 . 78 2 . 70 -3 . 39 12 . 71 2 . 19 6 . 12 6 1 .49 1 . 13 -1 .29 -1 . 66 6 . 12 2 . 34 -2 . 74 11 . 86 3 . 90 8 . 13 7 1 . 88 1 . 52 -1 . 22 8 . 13 3 .24 -5 . 94 14 . 95 0 . 01 8 0 . 04 0 . 00 0 . 01 0 . 00 0 .33 0 . 00 i STRENC�-TH/DEFLECTION: Span ------�SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc Qalc Allow UC Loc Calc Allow UC Loc UC Calc Allow • I ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- I 1 RS -0 . 04 4 . 25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 06 2 RL -1 . 52 4 .25 0 . 36 MS -5 . 94 7 .43 0 . 80 RS 0 .43 -1 . 14 2 .47 a 3 LL 1 .29 2 . 06 0 . 63 LL 3 . 90 5 . 24 0 . 74 LL 0 . 95 -0 .41 2 . 50 4 RL -1 .24 2 . 06 0 . 60 MS -3 .39 5 . 24 0 . 65 RL 0 . 63 -0 . 66 2 . 50 5 LL 1 . 24 2 . 06 0 . 60 MS -3 . 39 5 . 24 0 . 65 LL 0 . 63 -0 . 66 2 . 50 6 RL -1 .29 2 . 06 0 . 63 RL 3 . 90 5 . 24 0 . 7.4 RL 0 . 95 -0 .41 2 . 50 7 LL � . 52 4 .25 0 . 36 MS -5 . 94 7 .43 0 . 80 LS 0 .43 -1 . 14 2 .47 8 LS 0 . 04 4 .25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 06 LAP BOLT SHEAR: LAP BO T SHEAR RATIO Span SHEAR( �� ) ( 0 . 5 in A3 0 7 ) Id Left Ri�ht Left Right ----_ 1/14/2004 � . RoofDes.out Page 9 .,. I r�� . ---- ---- -,---- ---- ----- 2 0 . 63 0 .30 , . 3 0 . 79 0 . 53 0 . 36 0 .25 4 0 . 53 0 . 59 0 .25 0 . 28 5 0 . 59 0 . 53 0 .28 0 .25 6 0 . 53 0 . 79 0 .25 0 .36 7 0 . 63 I 0 .30 ' I WEB CRIPPLINGI _ I WEB CRIPPLING RATIO B�earing Width (in) Reqd Flg Width Enc1 3 4 5 6 For UC= 1. 03 I i ----- ---- ---- ---- ---- -------------- Lef� 1. 13 1 . 03 0 . 95 0 . 88 4 . 1 � Riglit 1 . 13 1 . 03 0 . 95 0 . 88 4 . 1 i � LOAD COMBINAT�I �`ON # 3 : DL+WS ---- -------- ------------------------------------ � PURLIIN ANALYS IiS : ----- ,--SHEAR(k ) -------- -------MOMENT (f-k ) ------- Span Left '� Left Right Right Left Left Mid-Span Right Right Id Sup '; Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 . 00 0 . 04 0 . 00 0 . 00 0 . 00 -0 . 01 � 2 -1 . 09 1 . 35 1 . 67 -0 . 01 5 .27 9 . 72 -2 . 87 -7 .21 3 -1 .47 -1 . 15 1 . 00 1 .32 -7 .21 -3 .45 2 .43 13 . 14 -2 . 08 -5 .42 4 -1 . 37 -1 . 05 1 . 10 1 .42 -5 .42 -1 . 94 3 . 01 12 . 29 -2 . 39 -6 . 01 5 -1 .42 -1 . 10 1 . 05 1 .37 -6 . 01 -2 . 39 3 . 01 12 . 71 -1 . 94 -5 .42 6 -1 . 32 I-1 . 00 1 . 15 1 .47 -5 .42 -2 . 08 2 .43 11 . 86 -3 .45 -7 .21 7 -1 . 67 I-1 . 35 1 . 09 -7 .21 -2 . 87 5 .27 14 . 95 -0 . 01 8 -0 . 04 0 . 00 -0 . 01 0 . 00 0 .33 0 . 00 STRENGTH/DEFLECTION: Span -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Al1ow r ---- --- -��--- ----- � ---- --- ------ ----- ---- --- ---- ------ ----- , 1 RS 0 . 04 4 .25 0 . 01 RS -0 . 01 7 .43 0 . 00 RS 0 . 00 -0 . 06 2 RL 1 .35 4 .25 0 . 32 MS 5 .27 5 .20 1 . 01 RS 0 .34 1 . 16 2 .47 3 LL �1 . 15 2 . 06 0 .56 LL -3 .45 5 .24 0 . 66 LL 0 . 74 0 .42 2 . 50 , 4 RL 1 . 10 2 . 06 0 . 53 MS 3 . 01 4 . 60 0 . 65 RL 0 .49 0 . 68 2 . 50 5 LL 1 . 10 2 . 06 0 . 53 MS 3 . 01 4 . 60 0 . 65 LL 0 .49 0 . 68 2 .50 6 RL 1 . 15 2 . 06 0 . 56 RL -3 .45 5 .24 0 . 66 RL 0 . 74 0 .42 2 . 50 7 LL 1 . 35 4 .25 0 .32 MS 5 .27 5 .20 1 . 01 LS 0 . 34 1 . 16 2 .47 8 LS -0 . 04 4 .25 0 . 01 LS -0 . 01 7 .43 0 . 00 LS 0 . 00 -0 . 06 � LAP BOLT SHEAR: I �� ---- -- 1/14/2004 ,�;��;; RoofDes. out .�.�_:., Page 10 � ° (, . i . I I LAP BOLT SHEAR RATIO Span SHEAR�,(k ) ( 0 .5in A307 ) Id Left Right Left Right ---- ---- -��--- ---- ------ 2 0 . 55 0 .26 � - 3 0 :70 0 .47 0 .32 0 .22 4 0 .47 0 . 52 0 .22 0 .25 , 5 0 . 52 0 .47 0 .25 0 .22 6 0 .47 0 . 70 0 .22 0 .32 ' 7 0 . 55 � 0 .26 . j _ . -------------�____________________________________-_----------________________ -- ------------ R11147 � �I Purlin Design Report 1/14/04 3 :32pm ______________________________________________________________________ I -________ � ------------------------------ � I ROOF PURLIN � DESIGN RUN # 1, SURFACE # 2 � ------------------------------ PURLIN LAYOUT:� Bay S�pan Purlin Span Lap_Dist (ft) No. No. Unit Total Id �Id Size - (ft) Left Right Space Row Brace Weight Weight --- -�--- ----��--- ----- ----- ----- --- ----- ------ ------ 1 9Z14 ! 0 .33 4 . 86 3 0 1 .3 4 . 0 1 2 9Z14 � 24 . 67 2 . 88 4 . 86 3 1 110 .2 330 . 7 2 3 9Z16 25 . 00 2 . 88 2 . 88 4.. 86 3 1 97 .1 291 .4 3 4 9Z16 25 . 00 2 . 88 2 . 88 4 . 86 3 1 97 . 1 291 .4 4 5 9Z16 25 . 00 2 . 88 2 . 88 4 . 86 3 1 97 . 1 291 .4 5 6 9Z16 25 . 00 2 . 88 2 . 88 4 . 86 3 1 97 . 1 291 .4 6 7 9Z14 24 . 67 2 . 88 4 . 86 3 1 110 .2 330 . 7 8 9Z14 0 .33 4 . 86 3 0 1 .3 4 . 0 Total (lb) = 1835 . 1 Purlin DL= 0 . 84 (psf ) LOAD COMBINATION # 1 : DL+CO+LL -------------------------------------------------- PURLIN ANALYSIS : --------SHEAR(k ) -------- -------MOMENT (f-k ) ------- Span Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0 . 00 -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 2 1 . 02 -1 .27 -1 . 57 0 . 01 -4 . 96 9 . 72 2 . 71 6 . 79 3 1 . 38 1.. 08 -0 . 94 -1 .25 6 . 79 3 . 25 -2 .29 13 . 14 1 . 96 5 . 11 4 1 .29 0 . 99 -1 . 03 -1 . 34 5 . 11 1 . 83 -2 . 83 12 . 29 2 .25 5 . 66 - ------ 1/14/2004 � `'"'!�� RoofDes.out Page 11 � , F�'�;�; .�-. � t'i. ;.. . I I 5 1 .34 I 1 . 03 -0 . 99 -1 .29 5 . 66 2 .25 -2 . 83 12 . 71 1 . 83 5 . 11 6 1 .25 �I 0 . 94 -1. 08 -1 .38 5 . 11 1 . 96 -2 .29 11 . 86 3 .25 6 . 79 7 1 . 57 j 1 .27 -1 . 02 6 . 79 2 . 71 -4 . 96 14 . 95 0 . 01 8 0 . 03 � 0 . 00 0 . 01 0 . 00 0 .33 0 . 00 I $TRENGTH/DEFL'ECTION: . I Span ---- �SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION (in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow � . ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- l RS '0 . 04 4 . 25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 05 2 RL =1 .27 4 .25 0 .30 MS -4 . 96 7 .43 0 . 67 RS 0 .30 -0 . 93 1 . 64 3 LL � 1 . 08 2 . 06 0 .52 LL 3 .25 5 .24 0 . 62 LL 0 . 66 -0 .34 1 . 67 4 RL ', 1 . 03 2 . 06 0 . 50 MS -2 . 83 5 .24 0 . 54 RL 0 .44 -0 .54 1 . 67 5 LL �'i1 . 03 2 . 06 0 . 50 MS -2 . 83 5 .24 0 . 54 LL 0 .44 -0 . 54 1 . 67 6 RL '1 . 08 2 . 06 0 . 52 RL 3 .25 5 .24 0 . 62 RL 0 . 66 -0 . 34 1 . 67 7 LL i1 .27 4 .25 0 .30 MS -4 . 96 7 .43 0 . 67 LS 0 .30 -0 . 93 1 . 64 8 LS � 0 . 03 4 .25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 05 LAP BOLT SHEA�R: LAP BOLT SHEAR RATIO Span SHEAR(k } ( 0 .5in A307 ) Id Left R�'ight Left Right ---- ---- -��--- ---- ----- 2 �0� .5 2 0 .2 5 3 0 . 66 0 .44 0 .30 0 .21 4 0 .4 4 �0��.4 9 0 .21 0 .2 3 5 0 .49 OI.44 0 .23 0 .21 6 0 .44 0 . 66 0 .21 0 .30 7 0 .52 0 .25 WEB CRIPPLING: WEB CRIPPLING RATIO Be�aring Width (in) Reqd_Flg_Width End 3 4 5 6 For UC= 1. 03 I , ----- --�- ---- ---- ---- -------------- Left 0 . 94 0 . 86 0 . 79 0 . 73 2 . 3 Right O . �I 0 . 86 0 . 79 0 . 73 2 . 3 LOAD COMBINATION # 2 : DL+CO+LL+WP I -----4-------�------------------------------------ I PURLIN ANALYSIS : --------SHEAR(k ) -------- -------MOMENT (f-k ) ------- Span Left Left Right Right Left Left Mid-Span Right Right I Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup � - 1 ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ' 0 . 00 -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 1/14/�004 � .'_''`��.: RoofDes. out :�.;, Page 12_ 2 1 . 17 -1 .43 -1. 77 0 . 01 -5 . 59 9 . 85 3 . 04 7 . 63 3 1 . 55 ; 1.21 -1 . 06 -1 .40 7 . 63 3 . 66 -2 . 56 13 . 15 2 . 19 5 . 72 4 1 .45 ' 1 . 11 -1 . 16 -1 . 50 5 . 72 2 . 04 -3 . 18 12 .29 2 .53 6 . 35 5 1 . 50 ; 1. 16 -1 . 11 --1.45 6 .35 2 . 53 -3 . 18 12 . 71 2 . 04 5 . 72 6 1 .40 j 1. 06 -1 .21 -1 .55 5 . 72 2 . 19 -2 . 56 11 . 85 3 . 66 7 . 63 , 7 1 . 77 1.43 -1 . 17 7 . 63 3 . 04 -5 . 59 14 . 81 0 . 01 ; 8 0 . 04 , 0 . 00 0 . 01 0 . 00 0 .33 0 . 00 'i i , STRENGTH/DEFLECTION: II Span -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow I ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 RS � 0 . 04 4 .25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 05 2 RL �1.43 4 .25 0 .34 MS -5 . 59 7 .43 0 . 75 RS 0 .38 -1 . 07 2 .47 I 3 LL 1.21 2 . 06 0 . 59 LL 3 . 66 5 .24 0 . 70 LL 0 . 83 -0 .38 2 . 50 I , 4 RL ;1. 16 2 . 06 0 . 56 MS -3 . 18 5 .24 0 . 61 RL 0 . 55 -0 . 61 2 .50 ' • 5 LL � 1 . 16 2 . 06 0 . 56 MS -3 . 18 5 .24 0 . 61 LL 0 . 55 -0 . 61 2 .50 6 RL =1 .21 2 . 06 0 .59 RL 3 . 66 5 .24 0 . 70 RL 0 . 83 -0 .38 2 .50 7 LL j1.43 4 .25 0 . 34 MS -5 . 59 7 .43 0 . 75 LS 0 .38 -1 . 07 2 .47 8 LS i0 . 04 4 .25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 05 I - LAP BOLT SHEAR: �I LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0 .5in A307 ) Id Left R�ght Left Right ----' ---- -��'--- ---- ----- 2 �0 .59 0 .28 3 0 . 74 0 .50 0 . 34 0 .24 4 0 . 50 0� . 55 0 .24 0 .26 5 0 . 55 0 . 50 0 .26 0 .24 6 0 . 50 0� . 74 0 .24 0 . 34 7 0 . 59 0 .28 _ WEB C� IPPLING: WEB CRIPPLING RATIO � B�earing Width (in) Reqd_Flg_Width End 3 4 5 6 For UC= 1 . 03 I ----- ---- ---- ---- ---- -------------- � Left� 1 . 08 0 . 99 0 . 91 0 . 84 3 . 6 ` Righ 1 . 8 0 . 99 0 . 91 0 . 84 3 . 6 � LOAD COMBINATION # 3 : DL+WS ----- -------------------------------------------- PURLIN ANALYSIS : --------SHEAR(k ) -------- -------MOMENT (f-k ) ------- Span Left Left Right Right Left Left Mid-Span Right Right � ----- 1/14/2004 i F,��; RoofDes.out Page 13 i ,• ,�..,. I , I Id Sup i Lap Lap Sup Sup Lap Mom Loc Lap Sup ---� ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 ' 0 . 00 j 0 . 03 0 . 00 0 . 00 0 . 00 -0 . 01 2 -0 . 96 I 1 . 10 1 . 36 -0 . 01 4 .34 10 . 18 -2 . 34 -5 . 88 3 -1 . 19 � -0 . 93 0 . 81 1 . 07 -5 . 88 -2 . 83 1. 95 13 . 16 -1 . 68 -4 . 38 � 4 -1 . 11 '� -0 . 85 0 . 89 1 . 15 -4 . 38 -1 . 56 2 .44 12 . 28 -1 . 94 -4 . 87 5 -1 . 15 i -0 . 89 0 . 85 1 . 11 -4 . 87 -1 . 94 2 .44 12 . 72 -1 . 56 -4 .38 , 6 -1 . 07 ; -0 . 81 0 . 93 1. 19 -4 . 38 -1 . 68 1 . 95 11 . 84 -2 . 83 -5 . 88 7 -1 .36 -1. 10 0 . 96 -5 . 88 -2 . 34 4 .34 14 .49 � -0 . 01 8 -0 . 03 � 0 . 00 -0 . 01 0 . 00 0 .33 0 . 00 i - , I � STREiGTH/DEFLECTION: Spar% -----;SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow I ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 RS � 0 . 03 4 .25 0 . 01 RS -0 . 01 7 .43 0 . 00 RS 0 . 00 -0 . 05 2 RL ; 1 . 10 4 .25 0 .26 MS 4 .34 5 .20 0 . 83 RS 0 .23 0 . 97 2 .47 3 LL �0 . 93 2 . 06 0 .45 LL -2 . 83 5 .24 0 . 54 LL 0 . 50 0 . 34 2 .50 4 RL 0 . 89 2 _ 06 0 .43 MS 2 .44 4 . 60 0 . 53 RL 0 .32 0 . 55 2 .50 5 LL i0 . 89 2 . 06 0 .43 MS 2 .44 4 . 60 0 . 53 LL 0 . 32 0 . 55 2 . 50 6 RL I0 . 93 2 . 06 0 .45 RL -2 . 83 5 .24 0 .54 RL 0 . 50 0 .34 2 . 50 7 LL i1 . 10 4 .25 0 .26 MS 4 . 34 5 .20 0 . 83 LS 0 .23 0 . 97 2 .47 8 LS =0 . 03 4 .25 0 . 01 LS -0 . 01 7 .43 0 . 00 LS 0 . 00 -0 . 05 I � LAP BOLT SHEAR: I i LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0 . 5in A307 ) Id Left R�'ight Left Right --2- ---- -�0 .45 ---- -0 .21 3 0 . 57 0 . 38 0 . 26 0 . 18 4 0 . 38 �0 .42 0 . 18 0 .20 5 0 .42 0� .38 0 . 20 0 . 18 6 0 .38 0�.57 0 . 18 0 .26 ' 7 0 .45 0 .21 � LOAD COMBINRTIDON # 4 : DL+CO+SP ------------- ------------------------------------ PURLIN ANALYSIS : ----- --SHEAR(k ) -------- -------MOMENT (f-k ) ------- Span Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 . 00 -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 2 1 . 02 -1 .33 -1 . 64 0 . 01 -4 . 80 9 .45 3 .41 7 . 68 3 1 . 55 1 .24 -0 . 84 -1 . 15 7 . 68 3 . 68 -3 .41 14 . 34 -0 . 14 2 . 71 4 0 .24 0 . 21 0 . 01 -0 . 02 2 . 71 2 . 06 -0 . 05 22 . 87 -0 . 04 -0 . 02 5 0 . 10 0 . 07 -0 . 13 -0 . 16 -0 . 02 -0 . 28 -0 . 54 9 . 87 0 . 26 0 . 67 I . ` - ----- I/I4/�004 � ,•A'� RoofDes. out Page 14 i ., - 6 0 . 13 0 . 10 -0 . 10 -0 . 13 0 . 67 0 . 33 -0 . 17 12 . 63 0 . 30 0 . 64 7 0 . 16 ! 0 . 13 -0 . 10 0 . 64 0 .23 -0 . 52 14 . 78 0 . 00 8 0 . 00 0 . 00 0 . 00 0 . 00 0 .33 0 . 00 STRENGTH/DEFLECTION: , Span -----;SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc Calc Al1ow UC Loc Calc Allow UC Loc UC Calc Allow i ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- . 1 RS �0 . 04 4 .25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 04 2 RL �1 .33 4 .25 0 .31 MS -4 . 80 7 .43 0 . 65 RS 0 .38 -0 . 85 1 . 64 3 LL , 1.24 2 . 06 0 . 60 LL 3 . 68 5 .24 0 . 70 LL 0 . 85 -0 . 72 1 . 67 4 LL �'i0 .21 2 . 06 0 . 10 LL 2 . 06 4 . 63 0 .45 LL 0 . 17 0 .33 1. 67 5 RL !0 . 13 2 . 06 0 . 06 MS -0 .54 5 .24 0 . 10 RL 0 . 01 -0 . 09 1. 67 6 LL � 0 . 10 2 . 06 0 . 05 LL 0 .33 4 . 60 0 . 07 LL 0 . 01 0 . 02 1 . 67 7 LL i0 . 13 4 .25 0 . 03 MS -0 . 52 7 .43 0 . 07 LS 0 . 00 -0 . 01 1 . 64 8 LS � 0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 0 . 00 , LAP BOLT SHEAR: LAP BOLT SHEAR RATIO Span SHEAR�(k ) ( 0 . 5in A307 ) Id Left R�ight Left Right ---- ---- -;--- ---- ----- 2 0 .59 0 .28 3 0 . 74 0 .24 0 .34 0 . 11 4 0 .24 I0 . 00 0 . 11 0 . 00 I 5 0 . 00 0 . 06 0 . 00 0 . 03 6 0 . 06 �0 . 06 0 . 03 0 . 03 7 0 . 05 0 . 02 WEB CRIPPLING: WEB CRIPPLING RATIO Bearing Width (in) Reqd_Flg_Width End 3 4 5 6 For UC= 1. 03 ----- --�- ---- ---- ---- -------------- Left 0 . 94 0 . 86 0 . 79 0 . 73 2 . 3 Righ�t 0 . 1�0 0 . 09 0 . 08 0 . 07 2 . 3 � LOAD COMBINAT�ION # 5 : DL+CO+SP ------------- ------------------------------------ PURLIN ANALYSIS : --------SHEAR (k ) -------- -------MOMENT (f-k ) ------- Span Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 0 . 00 -0 . 23 -0 .26 0 . 00 0 . 00 0 . 13 2 . 48 3 . 18 t ' I/I4/�004 --;^�. RoofDes_out �.,;.. Page 15 .. , 3 1 .20 0 . 89 -1 . 19 -1 . 50 3 . 18 0 . 18 -3 .49 11 . 12 3 . 04 6 . 89 4 1 .51 1 .20 -0 . 88 -1. 19 6 . 89 3 . 01 -3 . 62 13 . 97 -0 . 04 2 . 93 , 5 0 .25 0 .22 0 . 02 -0 . 01 2 . 93 2 .24 -0 . 13 24 . 07 -0 . 11 -0 . 12 6 0 . 09 0 . 06 -0 . 14 -0 . 17 -0 . 12 -0 .35 -0 . 53 8 . 76 0 .41 0 . 86 7 0 . 17 0 . 13 -0 . 10 0 . 86 0 .43 -0 .43 15 . 65 0 . 00 8 0 . 00 0 . 00 0 . 00 0 . 00 0 .33 0 . 00 STRENGTH/DEFLiCTION: - Span -----�SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc Calc Al1ow UC Loc Calc Allow UC Loc UC Calc Allow 1 ' RS 0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 -0 . 01 � 2 RL ;0 .23 4 .25 0 . 05 RL 2 .48 6 . 12 0 .40 RL 0 . 11 0 .40 1 . 64 3 RL �1 . 19 2 . 06 0 . 58 MS -3 .49 5 .24 0 . 67 RL 0 . 67 -0 . 78 1. 67 4 LL 1.20 2 . 06 0 . 58 MS -3 . 62 5 .24 0 . 69 LL 0 . 67 -0 . 81 1 . 67 � 5 LL 0 .22 2 . 06 0 . 11 LL 2 .24 4 . 63 0 .48 LL 0 . 19 0 .36 1 . 67 ' 6 RL i0 . 14 2 . 06 0 . 07 MS -0 . 53 5 .24 0 . 10 RL 0 . 01 -0 . 09 1 . 67 . 7 LL 0 . 13 4 .25 0 . 03 LL 0 .43 � 6 . 12 0 . 07 LS 0 . 00 0 . 03 1. 64 8 LS 0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 0 . 00 LAP BOLT SHEAR: � LAP BOLT SHEAR RATIO Spa � SHEARI(Ik ) ( 0 .5in A307 ) Id Left R�ght Left Right ° ---- ---- -�I--- ---- ----- 2 0 24 0 . 12 3 0 . 31 Oi. 60 0 . 14 0 .28 4 0 . 60 � .25 0 .28 0 . 12 5 0 .25 0 . 01 0 . 12 0 . 01 6 0 . 01 0 . 08 0 . 01 0 . 04 7 0 . 07 0 . 03 WEB C IPPLING: WEB CRIPPLING RATIO : Bearing Width (in) Reqd_Flg_Width End � 4 5 6 For UC= 1 . 03 ----- -- ---- ---- ---- -------------- Left 0 . �0 0 . 00 0 . 00 0 . 00 2 . 3 Right 0 . � 9 0 . 08 0 . 07 0 . 07 2 . 3 LOAD �OMBINATION $# 6 : DL+CO+SP ----- -------------------------------------------- PURLIN ANALYS�S : �i --------SHEAR(k ) -------- -------MOMENT (f-k ) ------- Span Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1/14/2004 � f�;�,:.. RoofDes.out Page 16 � ; ' 1 0 . 00 i 0 . 00 ' 0 . 00 0 . 00 0 . 00 0 . 00 2 0 . 13 �I -0 . 10 -0 . 13 0 . 00 -0 . 80 12 .30 -0 .32 0 . 01 3 0 . 02 � -0 . 01 -0 .22 -0 .25 0 . 01 0 . 00 -0 . 01 1 . 63 2 .21 2 . 87 4 1 . 18 0 . 87 � -1 .20 -1.51 2 .87 -0 . 08 -3 . 62 10 . 98 3 . 08 6 . 98 , 5 1 .51 1 .20 -0 . 87 -1 . 18 6. 98 3 . 08 -3 . 62 14 . 02 -0 . 08 2 . 87 6 0 .25 0 .22 0 . 01 -0 . 02 2 . 87 2 . 21 -0 . 01 23 .37 0 . 00 0 . 01 . 7 0 . 13 i 0 . 10 -0 . 13 0 . 01 -0 . 32 -0 . 80 12 . 36 0 . 00 I 8 0 . 00 0 . 00 0 . 00 0 . 00 0 . 33 0 . 00 � i i � . STRENGTH/DEF ECTION: I Span -----�� SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) ' Id Loc Calc Allow UC Loc Calc Al1ow UC Loc UC Calc Allow I ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- ' 1 RS � 0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 0 . 00 2 LS I0 . 13 4 .25 0 . 03 MS -0 . 80 7 .43 0 . 11 RL 0 . 00 -0 . 11 1 . 64 3 RL i0 .22 2 . 06 0 . 10 RL 2 .21 4 . 63 0 .48 RL 0 . 19 0 .35 1 . 67 4 RL !1 .20 2 . 06 0 . 58 MS -3 . 62 5.24 0 . 69 RL 0 . 69 -0 . 80 1 . 67 ' 5 LL i1 .20 2 . 06 0 . 58 MS -3 . 62 5 .24 0 . 69 LL 0 . 69 -0 . 80 1 . 67 ; 6 LL I0 .22 2 . 06 0 . 10 LL 2 .21 4 . 63 0 .48 LL 0 . 19 0 .35 1 . 67 '� 7 RS -0 . 13 4 .25 0 . 03 MS -0 . 80 7 .43 0 . 11 LL 0 . 00 -0 . 11 1 . 64 ' 8 LS 0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 0 . 00 I � i �I LAP BOLT SHEAR: , � LAP BOLT SHEAR RATIO � Span SHEAR (k ) ( 0 . 5in A307 ) Id Left R�i�ght Left Right --2- ---- -0� . 00 ---- -0 . 00 3 0 . 00 0� .25 0 . 00 0 . 12 4 0 .25 0� . 61 0 . 12 0 .29 5 0 . 61 0�.25 0 .29 0 . 12 6 0 .25 0'. 00 0 . 12 0 . 00 7 0 . 00 0 . 00 WEB CRIPPLINGc WEB CRIPPLING RATIO , Be�aring Width (in) Reqd_Flg_Width End � 4 5 6 For UC= 1 . 03 ----- --�-- ---- ---- ---- I -------------- Left� 0 . 12 0 . 11 0 . 10 0 . 09 2 .3 Right 0 . 12 0 . 11 0 . 10 0 . 09 2 . 3 � LOAD COMBINATION # 7 : DL+CO+SP -----�-------!------------------------------------ PURLIN ANALYSIS : � - � �,;,., 1/14/2004 RoofDes.out Page 17� f;. --------SHEAR(k ) -------- -------MOMENT (f-k ) ------- Span Left Left Right Right Left Left Mid-Span Right Right , Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 0 . 10 -0 . 13 -0 . 17 0 . 00 -0 .43 9 . 02 0 .43 0 . 86 3 0 . 17 0 . 14 -0 . 06 -0 . 09 0 . 86 0 .41 -0 . 53 16 .24 -0 .35 -0 . 12 4 0 . 01 -0 . 02 -0 .22 -0 .25 -0 . 12 -0 . 11 -0 . 13 0 . 93 2 .24 2 . 93 � 5 1 . 19 '� 0 . 88 -1 .20 -1 . 51 2 . 93 -0 . 04 -3 . 62 11 . 03 3 . 01 6 . 89 6 1 . 50 1 . 19 -0 . 89 -1 .20 6 . 89 3 . 04 -3 .49 13 . 88 0 . 18 3 . 18 ' ; 7 0 .26 0 .23 0 . 00 3 . 18 2 .48 0 . 00 24 . 54 0 . 00 8 0 . 00 0 . 00 0 . 00 0 . 00 0 .33 0 . 00 I STRENGTH/DEFL� CTION: Span -----ISHEAR(k ) ------ -----MOMENT(f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc Calc Al1ow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- ; 1 RS �'I0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 0 . 00 2 RL -I0 . 13 4 .25 0 . 03 RL 0 .43 6 . 12 0 . 07 RS 0 . 00 0 . 03 1. 64 � 3 LL I0 . 14 2 . 06 0 . 07 MS -0 .53 5 .24 0 . 10 LL 0 . 01 -0 . 09 1 .67 4 RL 0 .22 2 . 06 0 . 11 RL 2 .24 4 . 63 0 .48 RL 0 . 19 0 .36 1 . 67 5 RL I1 .20 2 . 06 0 . 58 MS -3 . 62 5 .24 0 . 69 RL 0 . 67 -0 . 81 1 . 67 6 LL i1 . 19 2 . 06 0 . 58 MS -3 .49 5 .24 0 . 67 LL 0 . 67 -0 . 78 1 . 67 7 LL �0 .23 4 .25 0 . 05 LL 2 .48 6 . 12 0 .40 LL 0 . 11 0 .40 1. 64 • 8 LS 0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 -0 . 01 LAP BOLT SHEAR: LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0 . 5in A307 ) Id Left R�ght Left Right ---- ---- -�--- ---- ----- 2 0 . 07 0 . 03 3 0 . 08 0 . 01 0 . 04 0 . 01 4 0 . 01 0 .25 0 . 01 0 . 12 5 0 .25 0 . 60 0 . 12 0 . 28 6 0 . 60 � .31 0 .28 0 . 14 7 0 . 24 0 . 12 � WEB CRIPPLING� WEB CRIPPLING RATIO B�aring Width (in) Reqd_Flg_Width End 3 4 5 6 For UC= 1 . 03 I ----- ---- ---- ---- ---- -------------- Leftr 0 . 09 0 . 08 0 . 07 0 . 07 2 . 3 Right 0 . 0�0 0 . 00 0 . 00 0 . 00 2 . 3 � LOAD COMBINA'I'ION # 8 : DL+CO+SP -----�-------��------------------------------------ � I/14/�004 �r��� RoofDes.out , Page 18 � PURLIN ANALYSIS : I -----I' --SHEAR(k ) -------- -------MOMENT (f-k ) ------- Span Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup , ---- ----- ----- ----- ----- ----- ----- ----- � ----- ----- ----- , , 1 0 . 00 � 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 ', 2 0 . 10 i -0 . 13 -0 . 16 0 . 00 -0 . 52 9 . 89 0 .23 0 . 64 3 0 . 13 0 . 10 -0 . 10 -0 . 13 0 . 64 0 .30 -0 . 17 12 . 37 0 .33 0 .67 . 4 0 . 16 0 . 13 -0 . 07 -0 . 10 0 . 67 0 .26 -0 . 54 15 . 13 -0 .28 -0 . 02 � 5 0 . 02 -0 . 01 -0 .21 -0 .24 -0 . 02 -0 . 04 -0 . 05 2 . 13 2 . 06 2 . 71 � 6 1 . 15 ; 0 . 84 -1 .24 -1 . 55 2 . 71 -0 . 14 -3 .41 10 . 66 3 . 68 7. 68 , 7 1 . 64 �' 1 . 33 -1 . 02 7 . 68 3 .41 -4 . 80 15 .22 0 . 01 I 8 0 . 04 � 0 . 00 0 . 01 0 . 00 0 .33 0 . 00 STRENGTH/DEFLECTION: Span -----���SHEAR. (k ) ------ -----MOMENT(f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Al1ow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 RS 0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 0 . 00 I 2 RL 0 . 13 4 .25 0 . 03 MS -0 . 52 7 .43 0 . 07 RS 0 . 00 -0 . 01 1. 64 3 RL �0 . 10 2 . 06 0 . 05 RL 0 .33 4 . 60 0 . 07 RL 0 . 01 0 . 02 1 . 67 4 LL 0 . 13 2 . 06 0 . 06 MS -0 . 54 5 .24 0 . 10 LL 0 . 01 -0 . 09 1 . 67 5 RL 0 .21 2 . 06 0 . 10 RL 2 . 06 4 . 63 0 .45 RL 0 . 17 0 .33 1. 67 ' 6 RL I1 .24 2 . 06 0 . 60 RL 3 . 68 5 .24 0 . 70 RL 0 . 85 -0 . 72 1 . 67 7 LL 1 . 33 4 .25 0 . 31 MS -4 . 80 7 .43 0 . 65 LS 0 . 38 -0 . 85 1. 64 8 LS 0 . 04 4 .25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 04 LAP BOLT SHEAR: LAP BO�T SHEAR RATIO Span SHEAR�(�k ) ( 0 . 5in A307 ) Id Left Right Left Right ---- ---- ----- ---- ----- I 2 0 . 05 0 . 02 3 0 . 06 0 . 06 0 . 03 0 . 03 I . 4 0 . 06 0 . 00 0 . 03 0 .'00 5 0 . 00 0 .24 0 . 00 0 . 11 6 0 .24 0 . 74 0 . 11 0 .34 , 7 0 . 59 0 .28 WEB CRIPPLING� WEB CRIPPLING RATIO Bearing Width (in) Reqd_Flg_Width End � 4 5 6 For UC= 1 . 03 ---- - --1- ---- ---- ---- -------------- Left 0 . 10 0 . 09 0 . 08 0 . 07 2 . 3 Right 0 . 94 0 . 86 0 . 79 0 . 73 2 . 3 LOAD COMBINATION # 9 : DL+CO+SP f � ---_ 1/14/2004 �r,�-�, RoofDes.out _ Page 19 -------------------------------------------------- PURLIN ANALYSIS : --------SHEAR (k ) -------- -------MOMENT (f-k ) ------- , Span Left Left Right Right Left Left Mid-Span Right Right _Idl Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup � ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- _ 1 0 . 00 -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 2 1 .20 � -1. 15 -1 .46 0 . 01 -6 . 63 11 . 10 -0 .48 3 .28 3 0 . 14 0 . 11 -0 . 09 -0 . 12 3 .28 2 . 91 2 .31 13 . 53 2 . 70 3 . 01 4 1 . 34 1 . 03 -1 . 04 -1 .35 3 . 01 -0 .40 -5 .32 12 .43 -0 .26 3 . 18 5 0 . 15 0 . 12 -0 . 08 -0 . 11 3 . 18 2 . 80 2 . 12 14 .20 2 .45 2 . 74 6 1.28 0 . 97 -1 . 10 -1 .41 2-. 74 -0 . 50 -4 . 89 11 . 90 0 . 75 4 .36 7 0 . 31 0 .28 0-. 05 4 .36 3 . 52 0 . 00 24 . 67 0 . 00 8 � 0 . 00 0 . 00 0 . 00 0 . 00 0 . 33 0 . 00 � _ STRE�GTH/DEFLECTION: Span. -----��SHEAR(k ) ------ -----MOMENT(f-k ) ---- Mom+Shr DEFLECTION(in) -Id- Loc �alc Allow UC Loc Calc Allow UC Loc UC Calc Allow --- - � ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 RS 0 . 04 4 .25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 07 2 LS 1 .20 4 .25 0 .28 MS -6 . 63 7 . 43 0 . 89 RS 0 . 10 -1 . 54 1 . 64 3 LL 0 . 11 2 . 06 0 . 05 MS 2 .31 3 . 67 0 . 63 LL 0 .31 1 . 05 1 . 67 4 RL 1 . 04 2 . 06 0 . 51 MS -5 . 32 5 . 24 1 . 02 RL 0 .26 -1 . 55 1 . 67 5 ' LL 0 . 12 2 . 06 0 . 06 LL 2 . 80 4 . 63 0 . 60 LL 0 .29 1 . 00 1 . 67 6 RL -1 . 10 2 . 06 0 . 53 MS -4 . 89 5 . 24 0 . 93 RL � . 31 -1 .39 1 . 67 7 LL 0 .28 4 .25 0 . 07 LL 3 . 52 6 . 12 0 . 58 LL 0 .23 0 . 58 1 . 64 8 LS 0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 -0 . 02 , LAP BOLT SHEA �. LAP BOLT SHEAR RATIO Span SHEAR(ik ) ( 0 . 5in A307 ) Id Left Ri�ght Left Right ---- ---- - ---- ----- " 2 0 .25 0 . 12 3 0 .32 p .26 0 . 14 0 . 12 4 0 .26 0 .28 0 . 12 0 . 13 : i 5 0 . 28 0 .24 0 . 13 0 . 11 6 0 .24 b .42 0 . 11 0 . 19 7 0 .34 0 . 16 WEB CRIPPLING WEB CRIPPLING RATIO B�aring Width (in) Reqd_Flg_Width End 3 4 5 6 For UC= 1 . 03 I ---- ---- ---- ---- ---- -------------- Left 1 . 10 1 . 00 0 . 92 0 . 85 3 . 8 ; f I ---- � I/34/2004 ��^�,;_,, RoofDes. out ,,.�:,, Page 20 LOAD COMBINATION #10 : DL+CO+SP • -------------------------------------------------- ' PURLIiN ANALYS �S : I � -----�--SHEAR(k ) -------- -------MOMENT (f-k ) ------- Span Left Left Right Right Left Left Mid--Span Right Right _ Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 -0 . 05 -0 .28 -0 . 31 0 . 00 0 . 00 0 . 00 3 . 52 4.36 3 1.41 1 . 10 -0 . 97 -1 . 28 4 .36 0 . 75 -4 . 89 13 . 10 -0 . 50 2 .74 , 4 0 . 11 0 . 08 -0 . 12 -0 . 15 2 .74 2 .45 2 . 12 10 . 80 2 . 80 3 .18 5 1 . 35 1 . 04 -1 . 03 -1 .34 3 . 18 -0 .26 -5 .32 12 . 57 -0 .40 3 . 01 6 0 . 12 0 . 09 -0 . 11 -0 . 14 3 . 01 2 . 70 2 .31 11 .47 2 . 91 3 .28 7 1 .46 1 . 15 -1 .20 3 .28 -0 .48 -6 . 63 13 . 56 0 . 01 � 8 0 . 04 0 . 00 0 . 01 0 . 00 0 .33 0 . 00 STRENGTH/DEFLECTION: Span -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc C�alc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- -�---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 RS 0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 -0 . 02 2 RL -0 .28 4 .25 0 . 07 RL 3 . 52 6 . 12 0 . 58 RL 0 .23 0 . 58 1. 64 , 3 LL 1 . 10 2 . 06 0 . 53 MS -4 . 89 5 .24 0 . 93 LL 0 . 31 -1 .39 1 . 67 , 4 RL -0 . 12 2 . 06 0 . 06 RL 2 . 80 4 . 63 0 . 60 RL 0 . 29 1 . 00 1 . 67 - 5 LL 1 . 04 2 . 06 0 . 51 MS -5 . 32 5 .24 1 . 02 LL 0 .26 -1 . 55 1 . 67 6 RL 0 . 11 2 . 06 0 . 05 MS 2 .31 3 . 67 0 . 63 RL 0 . 31 1 . 05 1 . 67 7 RS I1 .20 4 .25 0 .28 MS -6 . 63 7 .43 0 . 89 LS 0 . 10 -1 . 54 1 . 64 8 LS 0 . 04 4 .25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 07 LAP BOLT SHEAR: LAP BO�T SHEAR RATIO � Span SHEAR�(k ) ( 0 . 5in A307 ) ' Id Left Right Left Right � ---- ---- ----- ---- ----- 2 0 .34 0 . 16 � � 3 0 .42 0 .24 0 . 19 0 . 11 4 0 . 24 Q .28 0 . 11 0 . 13 5 0 . 28 0 .26 0 . 13 0 . 12 � 6 0 . 26 0 .32 0 . 12 0 . 14 7 0 . 25 0 . 12 WEB CRIPPLINGs WEB CRIPPLING RATIO Bearing Width (in) Reqd_Flg_Width End 3 4 5 6 For UC= 1 ..03 I ----� --- ---- ---- ---- -------------- � -- I ' 1/14/�004 ���h RoofDes. out } Page 21 � � ' . . Right 1 . 10 1 . 00 0 . 92 0 . 85 3 . 8 E ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ R11147 Purlin Design Report 1/14/04 3 :32pm ------------------------------------------------------------------------------ � ------------------------------------------------------------------------------ ------------------------------ � ROOF PURLIN ' _ DESIGN RUN # 2, SURFACE # 3 ------------------------------ PURL �N LAYOUT:� Bay pan Pur in Span Lap_Dist (ft) No. No. Unit Total Id Id Size (ft) Left Right Space Row Brace Weight Weight --- ---- -------- ----- ----- ----- ----- --- ----- ------ ------ , 1 9Z14 0 . 33 4 . 86 3 0 1 .3 4 . 0 1 2 9Z14 24 . 67 2 . 88 4 . 86 3 1 110 .2 330 . 7 2 3 9Z16 25 . 00 2 . 88 2 . 88 4 . 86 3 1 97 . 1 291 .4 . 3 4 9Z16 25 . 00 2 . 88 2 . 88 4 . 86 3 1 97 . 1 291 .4 4 5 9Z16 25 . 00 2 . 88 2 . 88 4 . 86 3 1 97 . 1 291 .4 5 6 9Z16 25 . 00 2 . 88 2 . 88 4 . 86 3 1 97 . 1 291 .4 6 7 9Z14 24 . 67 2 . 88 4 . 86 3 1 110 .2 330 . 7 8 9Z14 0 . 33 4 . 86 3 0 1 .3 4 . 0 � Total (lb) = 1835 . 1 Purlin DL= 0 . 84 (psf ) LOAD COMBINATION # 1 : DL+CO+LL ------------- ------------------------------=----- PURLIN ANALYS �S : ----- --SHEAR (k ) -------- -------MOMENT (f-k ) ------- ` Span Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- � 1 0 . 00 -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 2 1 . 02 -1 .27 -1 . 57 0 . 01 -4 . 96 9 . 72 2 . 71 6. 79 3 1. 38 1 . 08 -0 . 94 -1 . 25 6 . 79 3 .25 -2 .29 13 . 14 1 . 96 5 . 11 4 1 . 29 0 . 99 -1 . 03 -1 . 34 5 . 11 1 . 83 -2 . 83 12 .29 2 .25 5 . 66 5 1 . 34 1 . 03 -0 . 99 -1 . 29 5 . 66 2 . 25 -2 . 83 12 . 71 1 . 83 5 . 11 6 1 . 25 0 . 94 -1 . 08 -1 . 38 5 . 11 1 . 96 -2 . 29 11 . 86 3 .25 6 . 79 7 1 . 57 1 .27 -1 . 02 6 . 79 2 . 71 -4 . 96 14 . 95 0 . 01 8 0 . 03 0 . 00 0 . 01 0 . 00 0 .33 0 . 00 STRE 'GTH/DEFL CTION: Spa� ----- SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) 1/14/2004 ;fr�"°�� RoofDes.out ., ., Page 22 , ; � Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow I ---- --- ----- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 RS I0 . 04 4 .25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 05 2 RL I1 .27 4 .25 0 .30� MS -4 . 96 7 .43 0 . 67 RS 0 .30 -0 .93 1 . 64 3 LL 1 . 08 2 . 06 0 . 52 LL 3 .25 5 .24 0 . 62 LL 0 . 66 -0 .34 1 . 67 4 RL -1 . 03 2 . 06 0 . 50 MS -2 . 83 5 . 24 0 . 54 RL 0 .44 -0 .54 1 . 67 5 LL 1 . 03 2 . 06 0 . 50 MS -2 . 83 5 . 24 0 . 54 LL 0 .44 -0 .54 1 . 67 ' 6 RL -1 . 08 2 . 06 0 . 52 RL 3 .25 5 .24 0 . 62 RL 0 . 66 -0 .34 1 . 67 � 7 LL 1 .27 4 . 25 0 .30 MS -4 . 96 7 .43 0 . 67 LS 0 .30 -0 . 93 1 . 64 8 LS 0 . 03 4 .25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 05 LAP BOLT SHEA�R: LAP BOLT SHEAR RATIO Span SHEAR(ik ) ( 0 . 5 in A3 0 7 ) Id � Left R�'ight Left Right ---- ---- --- ---- ----- . 2 0 .52 0 .25 � 3 0 . 66 0 .44 0 . 30 0 .21 4 0 .44 b .49 0 .21 0 .23 5 0 .49 0 .44 0 . 23 0 .21 6 0 .44 0 . 66 0 .21 0 .30 7 0 .52 0 .25 WEB CRIPPLING: , WEB CRIPPLING RATIO Bearing Width (in) Reqd_Flg_Width End 3� 4 5 6 For UC= 1 . 03 ----- --�i ---- ---- ---- --------- Left � 0 . 94 0 . 86 0 . 79 0 . 73 2 . 3 Right 0 . 94 0 . 86 0 . 79 0 . 73 2 .3 LOAD COMBINATION # 2 : DL+CO+LL+WP -------------------------------------------------- r PURLI ' ANALYS S : --------SHEAR(k ) -------- -------MOMENT (f-k ) ------- � Span � Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- � ----- ----- ----- - ----- ----- ----- ----- ----- ----- I 1 0 . 00 -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 i 2 1 . 17 -1 .43 -1 . 77 0 . 01 -5 . 59 9 . 85 3 . 04 7 . 63 3 1 . 55 1 .21 -1 . 06 -1 .40 7 . 63 3 . 66 -2 . 56 13 . 15 2 . 19 5 . 72 4 1 .45 1 . 11 -1 . 16 -1. 50 5 . 72 2 . 04 -3 . 18 12 .29 2 . 53 6 .35 5 1 . 50 1 . 16 -1 . 11 -1.45 6 .35 2 . 53 -3 . 18 12 . 71 2 . 04 5 .72 6 1 .40 1 . 06 -1 .21 -1.55 5 . 72 2 . 19 -2 . 56 11 . 85 3 . 66 7 . 63 , 7 1 .77 1 .43 -1 . 17 7 . 63 3 . 04 -5 . 59 14 . 81 0 . 01 8 0 . 04 0 . 00 0 . 01 0 . 00 0 .33 0 . 00 ; ------ � 1/14/2004 ,�:�.., RoofDes. out ; Page 23 E � ��. STRE GTH/DEFLECTION: . � ', S an ---,---SHEAR k ------ -----MOMENT f-k ---- Mom+Shr DEFLECTION in p � � ) � ) � ) , , Id � Loc Calc Allow UC' Loc Calc Allow UC Loc UC Calc Allow � ` --- --- ----- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 RS j0 . 04 4 .25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 05 . 2 RL -1 .43 4 .25 0 . 34 MS -5 .59 7 .43 0 . 75 RS 0 .38 -1 . 07 2 .47 , ; 3 LL 1.21 2 . 06 0 . 59 LL 3 . 66 5 .24 0 . 70 LL 0 . 83 -0 .38 2 .50 4 RL -1. 16 2 . 06 0 . 56 MS -3 . 18 5 .24 0 . 61 RL 0 . 55 -0 . 61 2 . 50 ' S LL 1 . 16 2 . 06 0 . 56 MS -3 . 18 5 .24 0 . 61 LL 0 . 55 -0 . 61 2 .50 � • 6 RL -1.21 2 . 06 0 . 59 RL 3 . 66 5 .24 0 . 70 RL 0 . 83 -0 . 38 2 . 50 7 LL 1.43 4 .25 0 . 34 MS -5 . 59 7 .43 0 . 75 LS 0 .38 -1 . 07 2 .47 8 LS 0 . 04 4 .25 0. 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 05 LAP BOLT SHEAR.: � LAP BOLT SHEAR R.ATIO ; Spa SHEAR(k ) ( 0 . 5in A307 ) Id� Left �ight Left Right ---- ---- �--- ---- ----- 2 0 .59 0 .28 I , 3 0 . 74 0 .50 0 .34 0 .24 4 0 . 50 0 .55 0 .24 0 .26 5 0 . 55 0 . 50 0 .26 0 .24 6 0 . 50 0 . 74 0 .24 0 .34 , 7 0 . 59 0 .28 WEB CRIPPLIN : W B CRIPPLING RATIO Bgaring Width (in) Reqd_Flg_Width End 3 4 5 6 For UC= 1 . 03 4 I ----- ---- ---- ---- ---- -------------- Lef� 1 . 08 0 . 99 0 .91 0 . 84 3 . 6 ` Riglit 1 . 08 0 . 99 0 . 91 0 . 84 3 . 6 LOAD COMBINA ION # 3 : DL+WS � PURLIN ANALYSIS : ----- --SHEAR (k ) ------ -- -------MOMENT(f-k ) ------- Span Left Left Right Right Left Left Mid-Span Right Right Id � Sup Lap Lap -Sup- Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- 1 , 0 . 00 0 . 03 0 . 00 0 . 00 0 . 00 -0 . 01 2 , -0 . 96 1 . 10 1. 36 -0 . 01 4 . 34 10 . 18 -2 . 34 -5 . 88 3 -1 . 19 -0 . 93 0 . 81 1. 07 -5 . 88 -2 . 83 1 . 95 13 . 16 -1 . 68 -4 .38 4 -1 . 11 -0 . 85 0 . 89 1. 15 -4 . 38 -1 . 56 2 .44 12 .28 -1 . 94 -4 . 87 5 -1 . 15 -0 . 89 0 . 85 1 . 11 -4 . 87 -1 . 94 2 .44 12 . 72 -1 . 56 -4 .38 6 -1 . 07 -0 . 81 0 . 93 1 . 19 -4 . 38 -1 . 68 1 . 95 11 . 84 -2 . 83 -5 . 88 7 -1 . 36 -1 . 10 0 . 96 -5 . 88 -2 . 34 4 . 34 14 .49 -0 . 01 ! � 1/14/2i004 � RoofDes.out � Page 24 I I f;� " (, ' � i . 8 -0 . 03 ; 0 . 00 -0 . 01 0 . 00 0 . 33 0 . 00 i � STRENGTH/DEFLECTION: - I Span' -----��SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc C;alc Allow UC Loc Calc Allow UC Loc UC Calc Allow : ---- --- -�!---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- ' 1 i RS i0 . 03 4 .25 0 . 01 RS -0 . 01 7 .43 0 . 00 RS 0 . 00 -0 . 05 2 � RL �1 . 10 4 .25 0 .26 MS 4 .34 5 .20 0 . 83 RS 0 .23 0 . 97 2 .47 - 3 � LL -�0 . 93 2 . 06 0 .45 LL -2 . 83 5 .24 0 . 54 LL 0 . 50 0 .34 2 .50 4 � RL i0 . 89 2 . 06 0 .43 MS 2 .44 4 . 60 0 . 53 RL 0 .32 0 . 55 2 .50 5 � LL -;0 . 89 2 . 06 0 .43 MS 2 .44 4 . 60 0 . 53 LL 0 .32 0 . 55 2 .50 6 � RL i0 . 93 2 . 06 0 .45 RL -2 . 83 5 .24 0 . 54 RL 0 . 50 0 .34 2 .50 7 � LL �1 . 10 4 .25 0 .26 MS 4 .34 5 .20 0 . 83 LS 0 .23 0 . 97 2 .47 8 i LS �10 . 03 4 .25 0 . 01 LS -0 . 01 7 .43 0 . 00 LS 0 . 00 -0 . 05 , I � LAP BOLT SHEAR,I: � ; LAP BOLT SHEAR RATIO Spanj SHEAR(!k ) ( 0 . 5in A307 ) Id i Left Riight Left Right - ----� ---- -- - ---- ----- 2 � 0!.45 0 .21 3 I 0 . 57 0 .38 0 .26 0 . 18 4 I 0 . 38 0 .42 0 . 18 0 .20 5 , 0 .42 0 .38 0 . 20 0 . 18 6 j 0 .38 0 .57 0 . 18 0 . 26 7 ' 0 .45 � 0 .21 . � I i LOAD iCOMBINATI��ON # 4 : DL+CO+SP -----�-------��------------------------------------ i � � i � PURLIN ANALYSI�S : i ' ----- --SHEAR(k ) -------- -------MOMENT (f-k ) ------- , Spanr Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup = 1 0 . 00 -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 2 1 . 02 -1 .33 -1 . 64 0 . 01 -4 . 80 9 .45 3 .41 7 . 68 3 ' 1 . 55 1 .24 -0 . 84 -1 . 15 7 .68 3 . 68 -3 .41 14 .34 -0 . 14 2 .71 4 0 . 24 0 .21 0 . 01 -0 . 02 2 .71 2 . 06 -0 . 05 22 . 87 -0 . 04 -0 . 02 5 0 . 10 0 . 07 -0 . 13 -0 . 16 -0 . 02 -0 .28 -0 . 54 9 . 87 0 .26 0 . 67 6 0 . 13 0 . 10 -0 . 10 -0 . 13 0 .67 0 . 33 -0 . 17 12 . 63 0 .30 0 . 64 7 0 . 16 0 . 13 -0 . 10 0 . 64 0 . 23 -0 . 52 14 . 78 0 . 00 8 0 . 00 0 . 00 0 .00 0 . 00 0 .33 0 . 00 � i STRENGTH/DEFLECTION: ; Spa I -----�iSHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION (in) Idi Loc Calc Al1ow UC Loc Calc Al1ow UC Loc UC Calc Allow � i � � � I I _ � ----- 1/14/2004 j ,�-�„ RoofDes.out ��-,,, Page 25 � t. ' � �.. � I � � � ---- i --- - I---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 i RS I0 . 04 4 .25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 04 2 � RL �1.33 4 .25 0 .31 MS -4 . 80 7 .43 0 . 65 RS 0 . 38 -0 . 85 1 . 64 3 I LL 1.24 2 . 06 0 . 60� LL 3 . 68 5 .24 0 . 70 LL 0 . 85 -0 . 72 1 . 67 4 ; LL 0 .21 2 . 06 0 . 10 LL 2 . 06 4 . 63 0 .45 LL 0 . 17 0 . 33 1 . 67 5 � RL =0 . 13 2 . 06 0 . 06 MS -0 . 54 5 .24 0 . 10 RL 0 . 01 -0 . 09 1 . 67 6 � LL 0 . 10 2 . 06 0 . 05 LL 0 . 33 4 . 60 0 . 07 LL 0 . 01 0 . 02 1 . 67 . 7 I LL 0 . 13 4 .25 0 . 03 MS -0 . 52 7 .43 0 . 07 LS 0 . 00 -0 . 01 1 .64 � 8 � LS 0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 0 . 00 � ' ' � II ' LAP BOLT SHEAR!: i � I � LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0 . 5 in A3 0 7 ) � Id , Left Right Left Right I ; ' ----- ---- ----- � --2- � ---- 0�.59 0 .28 3 i 0 . 74 0�.24 0 . 34 0 . 11 , 4 + 0 .24 Oj. 00 0 . 11 0 . 00 � 5 � 0 . 00 0�. 06 0 . 00 0 . 03 6 0 . 06 0 . 06 0 . 03 0 . 03 7 � 0 . 05 0 . 02 _ I � i WEB CRIPPLING: � ' ' WEB CRIPPLING RATIO � Bearing Width (in) Reqd_Flg_Width : Endl _3� 4 5 6 For UC= 1 . 03 ��- ---- -------------- Left 0 . 9�4 0 . 86 0 . 79 0 .73 2 . 3 Right 0 . 10 0 . 09 0 . 08 0 . 07 2 .3 � � LOAD COMBINATIION # 5 : DL+CO+SP -------------------------------------------------- i � � I PURLIN ANALYSIS : • I ! --------SHEAR (k ) -------- -------MOMENT (f-k ) ------- _ Span Left � Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 0 . 00 -0 .23 -0 . 26 0 . 00 0 . 00 0 . 13 2 .48 3 . 18 3 1 . 20 0 . 89 -1 . 19 -1 . 50 3 . 18 0 . 18 -3 .49 11. 12 3 . 04 6 . 89 4 1 . 51 1 . 20 -0 . 88 -1 . 19 6 . 89 3 . 01 -3 . 62 13 . 97 -0 . 04 2 . 93 5i 0 .25 0 . 22 0 . 02 -0 . 01 2 . 93 2 . 24 -0 . 13 24 . 07 -0 . 11 -0 . 12 6 � 0 . 09 0 . 06 -0 . 14 -0 . 17 -0 . 12 -0 . 35 -0 . 53 8 . 76 0 .41 0 . 86 7 i 0 . 17 0 . 13 -0 . 10- 0 . 86 0 . 43 -0 .43 15 . 65 0 . 00 8 � 0 . 00 0 . 00 0 . 00 0 . 00 0 . 33 0 . 00 I STRENGTH/DEFL CTION: � f • _ � , _. ._.. _-- .. _. _._. .- - � I � -- ------ ,-: ' 1/14/20,04 , RoofDes.out �,�_ Page 26 � t:- I� I � . i I - i j Id � Loc CaHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Span , S � lc Allow UC Loc Calc Allow UC Loc UC Calc Al1ow ---- � --- ------ ----- ----- --- ------ ----- ---- --- ---- -_---- ----- 1 ; RS 0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 0 . 01 � 2 i RL -0 .23 4 .25 0 . 05 RL 2 .48 6 . 12 0 .40 RL 0 . 11 0 .40 1 . 64 3 � RL -1 . 19 2 . 06 0 .58 MS -3 .49 5 . 24 0 . 67 RL 0 . 67 -0 . 78 1 . 67 • : 4 j LL 1 .20 2 . 06 0 .58 MS -3 . 62 5 . 24 0 . 69 LL 0 . 67 -0 . 81 1 . 67 , 5 � LL 0 .22 2 . 06 0 . 11 LL 2 .24 4 . 63 0 .48 LL 0 . 19 0 . 36 1 . 67 � 6 i RL -0 . 14 2 . 06 0 . 07 MS -0 .53 5 .24 0 . 10 RL 0 . 01 -0 . 09 1 . 67 - 7 i LL 0 . 13 4 .25 0 . 03 LL 0 .43 6 . 12 0 . 07 LS 0 . 00 0 . 03 1 . 64 8 i LS 0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 0 . 00 � I � � I � i i � LAP BOLT SHEAR: ' I i � LAP BOLT SHEAR RATIO I „ • Span� SHEAR(k ) ( 0 . 5in A307 ) . Id I Left Right Left Right , ---- ---- --,--- ---- ----- 2 , oi 24 0 . 12 � 3 i 0 .31 Oj. 60 0 . 14 0 .28 4 I 0 . 60 Oi.25 0 .28 0 . 12 _ 5 I 0 .25 Oi. 01 0 . 12 0 . 01 6 i 0 . 01 Oj. 08 0 . 01 0 . 04 7 � 0 . 07 � 0 . 03 i I � WEB CRIPPLING:� � WEB CRIPPLING R.ATIO Be�aring Width (in) Reqd_Flg_Width End 3 4 5 6 For UC= 1 . 03 � I ----- ---- ---- ---- ---- -------------- ' Left 0 . 0�0 0 . 00 0 . 00 0 . 00 2 . 3 Right O . OI9 0 . 08 0 . 07 0 . 07 2 . 3 i � I LOAD iCOMBINAT iON # 6 : DL+CO+SP -----�--------------------------------------------- . � � I : PURLI�N ANALYSIS : --------SHEAR(k ) -------- -------MOMENT (f-k ) ------- Span Left Left Right Right Left Left - Mid-Span Right Right Id � Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- _---- ----- ----- ----- ----- ----- ----- 1� 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 , 0 . 13 -0 . 10 0 . 13 0 . 00 -0 . 80 12 . 30 -0 .32 0 . 01 3 � 0 . 02 -0 . 01 -0 .22 -0 .25 0 . 01 0 . 00 -0 . 01 1 . 63 2 .21 2 . 87 4 � 1 . 18 . 0 . 87 -1 .20 -1 . 51 2 . 87 -0 . 08 -3 . 62 10 . 98 3 . 08 6 . 98 5i 1 . 51 ; 1 .20 -0 . 87 -1 . 18 6 . 98 3 . 08 -3 . 62 14 . 02 -0 . 08 2 . 87 6 � 0 . 25 I 0 .22 0 . 01 -0 . 02 2 . 87 2 .21 -0 . 01 23 . 37 0 . 00 0 . 01 7I 0 . 13 0 . 10 -0 . 13 0 . 01 -0 .32 -0 . 80 12 . 36 0 . 00 8i 0 . 00 0 . 00 0 . 00 0 . 00 0 . 33 0 . 00 i � � _. I - a � _.. _. .. ._. ._.._..---- , � � ------- 1/I4/2004 i - � RoofDes.out Page 27 Ii f�� ,,._., I • . i I � � I � � i I � i - STRENGTH/DEFLECTION: , , Spa I -----�SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Idj Loc Calc Allow UC Loc Calc Al1ow UC Loc UC Calc Allow , ; ----� --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- � ; 1 RS �0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 0 . 00 2 LS �0 . 13 4 .25 0 . 03 MS -0 . 80 7 .43 0 . 11 RL 0 . 00 -0 . 11 1 . 64 3j RL -0 .22 2 . 06 0 . 10 RL 2 .21 4 . 63 0 .48 RL 0 . 19 0 .35 1 . 67 . 4 ! RL -I'1 .20 2 . 06 0 . 58 MS -3 . 62 5 .24 0 . 69 RL 0 . 69 -0 . 80 1 . 67 5 � LL I1 .20 2 . 06 0 .58 MS -3 . 62 5 .24 0 . 69 LL 0 . 69 -0 . 80 1 . 67 6i LL �0 . 22 2 . 06 0 . 10 LL 2 .21 4 . 63 0 .48 LL 0 . 19 0 .35 1. 67 7i RS �0 . 13 4 .25 0 . 03 MS -0 . 80 7 .43 0 . 11 LL 0 . 00 -0 . 11 1. 64 , 8j LS �0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 0 . 00 , ; I i li LAP BOLT SHEAR: � I LAP BOLT SHEAR RATIO Span SHEAR(�k ) ( 0 . 5in A307 ) _ Id � Left R�'�ght Left Right � --2 ' ---- 0--- ---- -I -� ----- . 00 0 . 00 ' 3j 0 . 00 �0 .25 0 . 00 0 . 12 4I 0 .25 �0 . 61 0 . 12 0 .29 5 0 . 61 0 .25 0 .29 0 . 12 6 � 0 .25 �0 . 00 0 . 12 0 . 00 7i 0 . 00 i 0 . 00 � I WEB CRIPPLING: I � S WEB CRIPPLING RATIO k Bearing Width (in) Reqd_Flg_Width End 3I 4 5 6 For UC= 1 . 03 ----- --�- ---- ---- ---- -------------- Left 0 . �2 0 . 11 0 . 10 0 . 09 2 . 3 Right 0 . �2 0 . 11 0 . 10 0 . 09 2 . 3 t � LOAD COMBINATZON # 7 : DL+CO+SP -------------------------------------------------- � PURLI� ANALYS �S : ----- --SHEAR (k ) -------- -------MOMENT (f-k ) ------- Span Left Left Right Right Left Left Mid-Span Right Right Id � Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ----� ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- li 0 . 00 � 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2i 0 . 10 � -0 . 13 -0 . 17 0 . 00 -0 .43 9 . 02 0 .43 0 . 86 - 3 i 0 . 17 I 0 . 14 -0 . 06 -0 . 09 0 . 86 0 .41 -0 . 53 16 . 24 -0 . 35 -0 . 12 4 i 0 . 01 -0 . 02 -0 .22 -0 . 25 -0 . 12 -0 . 11 -0 . 13 0 . 93 2 .24 2 . 93 5 � 1 . 19 0 . 88 -1 .20 -1 . 51 2 . 93 -0 . 04 -3 . 62 11 . 03 3 . �1 6 . 89 i i I i ) i � ---- ' I/14/20;04 i .�•. RoofDes.out ,,,��-- , Page 28 i i , ! � 6 � 1 . 50 �1 . 19 -0 . 89 -1 .20 6 . 89 3 . 04 -3 .49 13 . 88 0 . 18 3 . 18 7 ; 0 .26 ' '0 .23 0 . 00 3 . 18 2 .48 0 . 00 24 . 54 0 . 00 8 i 0 . 00 ' 0 . 00 0 . 00 0 . 00 0 . 33 0 . 00 i ' � I STRENGTH/DEFLECTION: I ' ; Span i ------�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id � Loc Calc Allow UC Loc Calc Al1ow UC Loc UC Calc Allow ---- � --- - � --- ----- ---- --- ------ ----- ---- --- ---- ------ ----- � : 1 i RS 0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 0 . 00 2 i RL -0 . 13 4 .25 0 . 03 RL 0 .43 6 . 12 0 . 07 RS 0 . 00 0 . 03 1 . 64 3 � LL 0 . 14 2 . 06 0 . 07 MS -0 . 53 5 .24 0 . 10 LL 0 . 01 -0 . 09 1 . 67 4 i RL 0 .22 2 . 06 0 . 11 RL 2 .24 4 . 63 0 .48 RL 0 . 19 0 .36 1 . 67 , 5 ; RL I1 .20 2 ..06 0 .58 MS -3 . 62 5 .24 0 . 69 RL 0 . 67 -0 . 81 ,1 . 67 6 � LL 1 . 19 2 . 06 0 .58 MS -3 .49 5 .24 0 . 67 LL 0 . 67 -0 . 78 1 . 67 7 � LL 0 .23 4 .25 0 . 05 LL 2 .48 6 . 12 0 .40 LL 0 . 11 0 .40 1 . 64 � 8 ; LS 0 . 00 4 .25 0 . 00 LS 0 . 00 7 .43 0 . 00 LS 0 . 00 -0 . 01 i � I i LAP BOLT SHEAR�: � � i I ; LAP BOLT SHEAR RATIO _ Spanj SHEAR�('�k ) ( 0 . 5 in A3 0 7 ) Id � Left Right Left Right ----I ---- -�--- ---- ----- 2 � 0 . 07 0 . 03 3 i 0 . 08 0�. 01 0 . 04 0 . 01 � ; 4 I 0 . 01 Oi.25 0 . 01 0 . 12 5 i 0 . 25 0,. 60 0 . 12 0 .28 � 6 0 . 60 0�.31 0 .28 0 . 14 7 0 .24 0 . 12 i � WEB ORIPPLING: � • � i � WEB CRIPPLING RATIO ; Bearing Width (in) Reqd_Flg_Width End � � 4 5 6 For UC= 1 . 03 I I ----- ---- ---- ---- ---- -------------- Left 0 . 09 0 . 08 0 . 07 0 . 07 2 . 3 RigYit 0 . 00 0 . 00 0 . 00 0 . 00 2 . 3 I LOAD �COMBINA ION # 8 : DL+CO+SP ---- --------------------------------------------- PURLIN ANALY IS : � I --------SHEAR (k ) -------- -------MOMENT (f-k ) ------- Span Left j Left Right Right Left Left Mid-Span Right Right Id� Sup i Lap Lap Sup Sup Lap Mom Loc - Lap Sup ---� ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 ! 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 21 0 . 10 -0 . 13 -0 . 16 0 . 00 -0 . 52 9 . 89 0 . 23 0 . 64 i � - -----..- 1/14/2004 , _ RoofDes.out ,�� Page 29 ;� (: .. f . I � 3 II 0 . 13 0 . 10 -0 . 10 -0 . 13 0 . 64 0 .30 -0 . 17 12 .37 0 . 33 0 . 67 4 I 0 . 16 �0 . 13 -0 . 07 -0 . 10 0 . 67 0 .26 -0 . 54 15 . 13 -0 .28 -0 . 02 5 � 0 . 02 -,0 . 01 -0 .21 -0 .24 -0 . 02 -0 . 04 -0 . 05 2 . 13 2 . 06 2 . 71 6 � 1. 15 ;0 . 84 -1 .24 -1 . 55 2 . 71 -0 . 14 -3 .41 10 . 66 3 . 68 7 . 68 7 � 1 . 64 �1 . 33 -1 . 02 7 . 68 3 .41 -4 . 80 15 .22 0 . 01 8 i 0 . 04 0 . 00 0 . 01 0 . 00 0 . 33 0 . 00 I , , i � STRENGTH/DEFLECTION: I I : SpanI� ------SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id i Loc Calc Al1ow UC Loc Calc Al1ow UC Loc UC Calc Allow � --�--- ---- --- ------ ----- ---- --- ---- ------ ----- 1 j RS 0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 0 . 00 2 i RL -0 . 13 4 .25 0 . 03 MS -0 . 52 7 .43 0 . 07 RS 0 . 00 -0 . 01 1 . 64 • 3 RL -0 . 10 2 . 06 0 . 05 RL 0 .33 4 . 60 0 . 07 RL 0 . 01 0 . 02 1 . 67 4 � LL 0 . 13 2 . 06 0 . 06 MS -0 . 54 5 .24 0 . 10 LL 0 . 01 -0 . 09 1 . 67 � 5 I RL -0 .21 2 . 06 0 . 10 RL 2 . 06 4 . 63 0 .45 RL 0 . 17 0 .33 1. 67 ' 6 � RL 1 .24 2 . 06 0 . 60 RL 3 . 68 5 .24 0 . 70 RL 0 . 85 -0 . 72 1 . 67 7 � LL 1 .33 4 .2�5 0 .31 MS -4 . 80 7 .43 0 . 65 LS 0 .38 -0 . 85 1 . 64 � 8 LS 0 . 04� 4 .25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 04 � � � � , - LAP BOLT SHEAR: i Span!I LAP BOLT SHEAR RATIO SHEAR(k ) ( 0 . 5in A307 ) Id I Left Right Left Right ---- ---- ----- ---- ----- 2 0 . 05 0 . 02 3 0 . 06 0 . 06 0 . 03 0 . 03 ' 4 0 . 06 0 . 00 0 . 03 0 . 00 . � 5 0 . 00 0 .24 0 . 00 0 . 11 6 0 .24 0 . 74 0 . 11 0 . 34 7 0 .59 0 .28 WEB C�RIPPLING: - WE� CRIPPLING RATIO B�earing Width (in) Reqd_Flg_Width � End 3 4 5 6 For UC= 1 . 03 ----- --�- ---- ---- ---- -------------- , Left� 0 . 10 0 . 09 0 . 08 0 . 07 _ 2 .3 Right 0 . 94 0 . 86 0 . 79 0 . 73 2 .3 I LOAD COMBINA ION # 9 : DL+CO+SP ---- I ------- ------------------------------------- i � PURLIN ANALYSIS : � � ' -----�---SHEAR(k ) -------- -------MOMENT (f-k ) ------- Span Left Left Right Right Left Left Mid-Span Right Right Id� Sup i Lap Lap Sup Sup Lap Mom Loc Lap Sup � � ' f � � ! -------- 1/14/i 0 04 �--- RoofDes.ou t Page 3 0 �- I I I � ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1j 0 . 00 j -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 2 � 1 . 20 -1 . 15 -1 .46 0 . 01 -6 . 63 11 . 10 -0 .48 3 .28 - 3 ! 0 . 14 I 0 . 11 -0 . 09 -0 . 12 3 .28 2 . 91 2 .31 13 .53 2 . 70 3 . 01 4j 1 . 34 I 1 . 03 -1 . 04 -1 .35 3 . 01 -0 .40 -5 .32 12 .43 -0 .26 3 . 18 5i 0 . 15 � 0 . 12 -0 . 08 -0 . 11 3 . 18 2 . 80 2 . 12 14 .20 2 .45 2 . 74 6 ! 1 .28 � 0 . 97 -1 . 10 -1 .41 2 . 74 -0 . 50 -4 . 89 11. 90 0 . 75 4 . 36 ; 7 � 0 . 31 ' 0 .28 0 . 05 4 .36 3 . 52 0 . 00 24 . 67 0 . 00 8 � 0 . 00 �� 0 . 00 0 . 00 0 . 00 0 .33 0 . 00 � i • I STRENGTH/DEFLECTION: � I ----�- Spari - ',SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) IdiLoc Calc Al1ow UC Loc Calc Allow UC Loc UC Calc Allow � I � ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 I RS I-�0 . 04 4 .25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 07 2 j LS i1 . 20 4 .25 0 .28 MS -6. 63 7 .43 0 . 89 RS 0 . 10 -1 . 54 1 . 64 3 ; LL I �0 . 11 2 . 06 0 . 05 MS 2 .31 3 . 67 0 . 63 LL 0 .31 1. 05 1 . 67 4 ; RL -�1 . 04 2 . 06 0 . 51 MS -5 .32 5 .24 1 . 02 RL 0 .26 -1.55 1 . 67 5 ' LL i0 . 12 2 . 06 0 . 06 LL 2 . 80 4 . 63 0 . 60 LL 0 .29 1 . 00 1 . 67 6 I RL -1 . 10 2 . 06 0 . 53 MS -4 . 89 5 .24 0 . 93• RL 0 .31 -1 .39 1 . 67 7 ! LL 0 .28 4 .25 0 . 07 LL 3 .52 6 . 12 0 .58 LL 0 .23 0 . 58 1. 64 8 i LS 0 . 00 4 .25 0 . 00 LS 0 . 00 _7.43 0 . 00 LS 0 . 00 -0 . 02 1 , LAP BOLT SHEAR: i � LAP BOLT SHEAR RATIO Span{ SHEAR(Ik ) ( 0 .5in A307 ) Id Left Right Left Right II ! ---- ---- -�--- ---- ----- 2 i OI.25 0 . 12 ' 3 l 0 . 32 Q .26 0 . 14 0 . 12 , 4 + 0 .26 0 .28 0 . 12 0 . 13 5 � 0 .28 0 .24 0 . 13 0 . 11 6 I 0 .24 0 .42 0 . 11 0 . 19 7 0 .34 0 . 16 WEB CRIPPLING. WEB CRIPPLING RATIO . Be�aring Width (in) Reqd_Flg_Width , End � 4 5 6 For UC= 1 . 03 ----- ---- ---- ---- ---- -------------- I Left 1 . 10 1 . 00 0 . 92 0 . 85 3 . 8 LOAD COMBINATION #10 : DL+CO+SP . -----r-------------------------------------------- � � I I PURLIN ANALYSIS : � i � --------SHEAR(k ) -------- -------MOMENT (f-k ) ------- � �� ; ii � � � � 1 � 1 - ----- 1/14/2004 :-�,� RoofDes. out ;m�,_ Page 3Z � , ' i,' ' ' � . E � Spari Left Left Right Right Left Left Mid-Span Right Right Id � Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup � ---' ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- li 0 . 00 a . 00 0 . 00 0 . 00 0 . 00 0 . 00 . 2 � -0 . 05 � -0 .28 -0 .31 0 . 00 0 . 00 0 . 00 3 . 52 4 .36 I 3 ' 1 .41 � 1 . 10 -0 . 97 -1 .28 4 .36 0 . 75 -4 . 89 13 . 10 -0 . 50 2 . 74 4 0 . 11 0 . 08 -0 . 12 -0 . 15 2 . 74 2 .45 2 . 12 10 . 80 2 . 80 3 . 18 5 , 1 . 35 I 1 . 04 -1 . 03 -1 . 34 3 . 18 -0 .26 -5 .32 12 .57 -0 .40 3 . 01 � 6 � 0 . 12 � 0 . 09 -0 . 11 -0 . 14 3 . 01 2 . 70 2 . 31 11 .47 2 . 91 3 .28 7k 1.46 � 1 . 15 -1.20 3 .28 -0 .48 -6 . 63 13 . 56 0 . 01 , 8 � 0 . 04 0 . 00 0 . 01 0 . 00 0 .33 0 . 00 I � � STRENGTH/DEFLECTION: I ' Span -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) ' Idi Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Al1ow � ---= --- -'---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- lj RS i0 . 00 4 .25 0 . 00 RS 0 . 00 7 .43 0 . 00 RS 0 . 00 -0 . 02 2 � RL �0 .28 4 .25 0 . 07 RL 3 .52 6 . 12 0 . 58 RL 0 .23 0 . 58 1 . 64 3 ` LL I1 . 10 2 . 06 0 . 53 MS -4 . 89 5 .24 0 . 93 LL 0 .31 -1 .39 1.67 . 4 � RL �0 . 12 2 . 06 0 . 06 RL 2 . 80 4 . 63 0 . 60 RL 0 .29 1 . 00 1 .67 5f LL 1. 04 2 . 06 0 .51 MS -5 .32 5 .24 1 . 02 LL 0 .26 -1. 55 1 . 67 6I RL '0 . 11 2 . 06 0 . 05 MS 2 .31 3 . 67 0 . 63 RL 0 . 31 1 . 05 1 . 67 7 � RS �1 .20 4 .25 0 .28 MS -6. 63 7.43 0 . 89 LS 0 . 10 -1 . 54 1 . 64 8j LS 0 . 04 4 . 25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 07 ; _ ; LAP BOLT SHE � • � I � � LAP BOLT SHEAR RATIO ' Span SHEAR(k ) ( 0 . 5in A307 ) _Id_j Left R'�ght Left Right � I __ 2 k I0 .34 0 . 16 3 ( 0 .42 I0 .24 0 . 19 0 . 11 4 � 0 .24 0 .28 0 . 11 0 . 13 5 � 0 .28 �0 .26 0 . 13 0 . 12 6 0 .26 �0 .32 0 . 12 -0 . 14 7 0 .25 0 . 12 r WEB ORIPPLING: � WEB CRIPPLING RATIO B�aring Width (in) Reqd_Flg_Width En i 4 5 6 For UC= 1 . 03 ----- -- - ---- ---- ---- -------------- Right l . 0 1 . 00 0 . 92 0 . 85 3 . 8 1 R1114;7 Purlin Design Report 1/14/04 3 :32pm -- - - - - - - -- -- - � =====I========i________________________________________________________________ ! i � ------------------------------ � � ROOF PURLIN � � , � . 1/14/2004 _ RoofDes.out Page 32 � , f 3 I DESIGN RUN # 2, SURFACE # 3 f I (Edge Strip Zone= 4 . 00) f ; ------�----------------------- � � � I PURLI�N LAYOUT:j . Bay Span Puriin Span Lap_Dist (ft) No. No. Unit Total Id IId Si�ze - (ft) Left Right Space Row Brace Weight Weight ----'--- ----- ----- ----- --- ------ ------ . i 1 9Z141 0 . 33 4 . 86 1 0 1 . 3 1 .3 1 , 2 9Z14 ' 24 . 67 , 2 . 88 4 . 86 1 1 110 .2 110 .2 I 2 � 3 9Z16 % 25 . 00 2 . 88 2 . 88 4 . 86 1 1 97 . 1 97 . 1 3 I 4 9Z16i 25 . 00 2 . 88 2 . 88 4 . 86 1 1 97 . 1 97 . 1 4 ' 5 9Z16 ' 25 . 00 2 . 88 2 . 88 4 . 86 1 1 97 . 1 97 . 1 5 � 6 9Z16 25 . 00 2 . 88 2 . 88 4 . 86 1 1 97 . 1 97 . 1 6 7 9Z14I 24 . 67 2 . 88 4 . 86 1 1 110 _2 110 .2 � 8 9Z14 � 0 . 33 4 . 86 1 0 1 . 3 ___1_3 � Total (lb) = 611.7 i �I Purlin DL= 0 . 84 (psf ) ! f LOAD iCOMBINAT�ION # 2 : DL+CO+LL+WP -----j-------- ------------------------------------ f � ( ; PURL I�N ANALYS i �S : i � � ----- --SHEAR (k ) -------- -------MOMENT (f-k ) ------- Spari Left Left Right Right Left Left Mid-Span Right Right Id � Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup � ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0 . 00 -0 . 04 0 . 00 0 . 00 0 . 00 0 . 01 2 1 .22 -1 . 52 -1 . 88 0 . 01 -5 . 94 9 . 72 3 .24 8 . 13 3 1 . 66 1 .29 -1 . 13 -1 .49 8 . 13 3 . 90 -2 . 74 13 . 14 2 . 34 6 . 12 4 1 . 55 1 . 19 -1 .24 -1 . 60 6 . 12 2 . 19 -3 .39 12 . 29 2 . 70 6 . 78 5 1 . 60 1 .24 -1 . 19 -1 . 55 6 . 78 2 . 70 -3 .39 12 . 71 2 . 19 6 . 12 6 � 1 .49 1 . 13 -1.29 -1 . 66 6 . 12 2 . 34 -2 . 74 11 . 86 3 . 90 8 . 13 7 � 1 . 88 1 . 52 -1 .22 8 . 13 3 . 24 -5 . 94 14 . 95 0 . 01 8 0 . 04 0 . 00 0 . 01 0 . 00 0 . 33 0 . 00 STRE GTH/DEFL�CTION: - Span ----- SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id � Loc alc Allow UC Loc Calc Allow UC Loc UC Calc Al1ow ----� --- - ---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 � RS I0 . 04 4 .25 0 . 01 RS 0 . 01 7 .43 0 . 00 RS 0 . 00 0 . 06 2 � RL ;1 . 52 4 .25 0 . 36 MS -5 . 94 7 .43 0 . 80 RS 0 .43 -1 . 14 2 .47 3 ! LL �1 . 29 2 . 06 0 . 63 LL 3 . 90 5 .24 0 . 74 LL 0 . 95 -0 .41 2 . 50 4 � RL -�1 .24 2 . 06 0 . 60 MS -3 . 39 5 . 24 0 . 65 RL 0 . 63 -0 . 66 2 . 50 5 4 LL 1 .24 2 . 06 0 . 60 MS -3 . 39 5 .24 0 . 65 LL 0 . 63 -0 . 66 2 .50 6 � RL -1 . 29 2 . 06 0 . 63 RL 3 . 90 5 .24 0 . 74 RL 0 . 95 -0 .41 2 .50 I ' - --- -__ i 1/14/2004 ��• RoofDes. out - Page 33 r,'" • �. { - i i ! 7i LL 1 . 52 4 .25 0 . 36 MS -5 . 94 7 .43 0 . 80 LS 0 .43 -1 . 14 2 .47 8i LS ' 0 . 04 4 .25 0 . 01 LS 0 . 01 7 .43 0 . 00 LS 0 . 00 0 . 06 f f � ° f � LAP BOLT SHEAR: , � I - LAP BOLT SHEAR RATIO ; Span SHEAR(k ) ( 0 . 5 i n A3 0 7 ) Id Left Right Left Right . ; ---- ---- -�--- ---- ----- . .- 2 � 0 . 6 3 0 .3 0 3 0 . 79 0 . 53 0 .36 0 .25 4 0 . 53 0 . 59 0 .25 0 .28 5G 0 . 59 0 . 53 0 .28 0 .25 6 � 0 . 53 0 . 79 0 .25 0 .36 7 i 0 . 63 i 0 .30 C I I � . WEB CRIPPLING: : I S W B CRIPPLING RATIO � � Bearing Width (in) Reqd_Flg_Width End 3 4 5 6 For UC= 1 . 03 � � _ ----- --=- ---- ---- ---- -------------- Left 1 . 13 1 . 03 0 . 95 0 . 88 4 .1 Rigrit 1 . 13 1 . 03 0 . 95 0 . 88 4 . 1 . f i LOAD `{COMBINA ION # 3 : DL+WS ----�--------=------------------------------------ � PURLIN ANALYSIS : r � --------SHEAR(k ) -------- -------MOMENT (f-k ) ------- Span Left Left Right Right Left - Left Mid-Span Right Right Id � Sup Lap Lap Sup Sup Lap Mom �oc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 0 . 00 0 . 04 0 . 00 0 . 00 0 . 00 -0 . 01 2 -1 . 09 1 .35 1 . 67 -0 . 01 5 .27 9 . 72 -2 . 87 -7 .21 � 3 ! -1 .47 -1 . 15 1 . 00 1 .32 -7 .21 -3 .45 2 .43 13 . 14 -2 . 08 -5 .42 4 -1 . 37 -1 . 05 1 . 10 1 .42 -5 .42 -1 . 94 3 . 01 12 . 29 -2 .39 -6 . 01 5 -1 .42 -1 . 10 1 . 05 1 .37 -6 . 01 -2 . 39 3 . 01 12 . 71 -1 . 94 -5 .42 , 6 -1 . 32 -1 . 00 1 . 15 1 .47 -5 .42 -2 . 08 2 .43 11 . 86 -3 .45 -7 .21 7 -1 . 67 -1 . 35 1 . 09 -7 .21 -2 . 87 5 .27 14 . 95 -0 . 01 8 -0 . 04 0 . 00 -0 . 01 0 . 00 0 . 33 0 . 00 STRENGTH/DEF ECTION: Span -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Idj Loc Calc Al1ow UC Loc Calc Allow UC Loc UC Calc Allow ---= --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- � l ; RS 0 . 04 4 .25 0 . 01 RS -0 . 01 7 .43 0 . 00 RS 0 . 00 -0 . 06 2 RL 1 .35 4 .25 0 .32 MS 5 .27 5 .20 1 . 01 RS 0 . 34 1 . 16 2 .47 3 LL �1 . 15 2 . 06 0 .56 LL -3 .45 5 .24 0 . 66 LL 0 . 74 0 .42 2 . 50 i I' i � -------- 1/14/2004 - RoofDes. out ,�-�. Page 34 4 �•t i 6 I 4 � RL �1 . 10 2 . 06 0 . 53 MS 3 . 01 4 . 60 0 . 65 RL 0 .49 0 . 68 2 .50 5 ; LL i1 . 10 2 . 06 0 . 53 MS 3 . 01 4 . 60 0 . 65 LL 0 .49 0 . 68 2 .50 6 � RL I1 . 15 2 . 06 0 .56 RL -3 .45 5 .24 0 . 66 RL 0 . 74 0 .42 2 .50 7 � LL �1 .35 4 .25 0 .32• MS 5 .27 5 .20 1 . 01 LS 0 .34 1 . 16 2 .47 8i LS ',0 . 04 4 .25 0 . 01 LS -0 . 01 7 .43 0 . 00 LS 0 . 00 -0 . 06 I � I ; LAP BOLT SHEAR: � - LA.P B�OLT SHEAR RATIO . Spari SHEAR�(k ) ( 0 . 5in A307 ) Id ; Left R�ight Left Right , ---- ---- -',--- ---- ----- 2 � 0 . 55 0 .26 ' 3 � 0 . 70 0 47 0 .32 0 .22 4 i 0 .47 i0 .52 0 .22 0 .25 . 5 � 0 .52 I0 .47 0 .25 0 .22 6i 0 .47 0 . 70 0 .22 0 . 32 7i 0 .55 i 0 .26 I I � ______________________________________________________________________________ R1114�7 In-Plane Roof Force 1/14/04 3 :32pm ------------------------------------------------------------------------------ ------------- ---------------------------------------------------------------- i - f ' I � Win (k ) = Design in plane load � Wout (k ) = Design out plane load = Pl (k ) = Force in plane of roof per anti-roll � I PURLI!N ROLL FORCES : ' Surf Load Line --Roof Load-- Id { Id Id Win Wout Pl I ----� ---- --��- ------ ------ ------ 2' 1 I 4 .41 0 . 73 0 . 18 2� 1 2 12 . 32 2 . 05 0 . 81 2� 1 3� 10 . 59 1 . 77 0 . 97 2# 1 � 11 . 15 1 . 86 1 . 02 2� 1 � 10 . 59 1 . 77 0 . 97 2 1 6 12 . 32 2 . 05 0 . 81 2 1 � 4 .41 0 . 73 0 . 18 2� 2 5 . 07 0 . 58 0 .43 2 2 2� 13 . 84 1. 59 1 . 53 2 2 B� 11 . 88 1 .37 1 . 62 . 2 2 4� 12 . 51 1 .44 1 . 71 2 2 5 11 . 88 1 .37 1 . 62 2 2 6 13 . 84 1 .59 1 . 53 2 2 �7 5 . 06 0 .58 0 .43 2 3 hi -4 . 11 0 . 05 -0 . 81 2 3 2� -10 . 64 0 . 12 -2 . 35 2. 3 �3I -9 . 09 0 . 11 -2 . 24 2t 3 � -9 . 59 0 . 11 -2 . 37 2� 3 �i -9 . 09 0 . 11 -2 . 24 2� 3 5�. -10 . 64 - 0 . 12 -2 . 35 2� 3 i/ -4 . 11 0 . 05 -0 . 81 3� 1 � 4 .41 -0 . 73 0 . 18 34 1 �� 12 . 32 -2 . 05 0 . 81 3s 1 �3� 10 . 59 -1 . 77 0 . 97 i � � , � � :. . . -- 1/I4/2004 ��-- RoofDes. out ;.,. Page 35 t � . ( t 3 1 4 11 . 15 -1 . 86 _ 1 . 02 3 1 5 10 . 59 -1 . 77 0 . 97 3 1 6 12 .32 -2 . 05 0 . 81 3 1 � 4 .41 -0 . 7� 0 . 18 3 2 1 5 . 07 -0 . 58 0 .43 + � 3 2 2 13 . 84 -1 . 59 1 . 53 3 2 3 11 . 88 -1 .37 1 . 62 : 3 2 4 12 . 51 -1 .44 1 . 71 3 2 5 11 . 88 -1 .37 1. 62 � 3 2 6 13 . 84 -1 . 59 1.53 � � 3 2 � 5 . 06 -0 . 58 0 .43 3 3 1 -4 . 11 -0 . 05 -0 . 81 � 3 3 2 -10 . 64 -0 . 12 -2 .35 � 3 3 3 -9 . 09 -0 . 11 -2 .24 3 3 4 -9 .59 -0 . 11 -2 .37 3 3 5 -9 . 09 -0 . 11 -2 .24 3 3 6 -10 . 64 -0 . 12 -2 .35 � 3 3 7 -4 . 11 -0 . 05 -0 . 81 , � I CHECK ON PURLIN CLIP: � II � --;Standard_Purlin Connection--- --Required Anti_Roll_Connection-- Surf }Line � --Force/Purlin-- Force/Connection Id I Id Row Type Thick Calc Allow UC No. Type Thick Calc Allow UC z ---- -- -�- ----- ----- ----- ----- ---- --- ---P-- ----- _---- ----- ---- 2 ,L EW 4� Bolt -0 .22 1 Cli 0 . 057 0 . 81 7 . 50 0 . 11 2 ( RF 4 Bolt -0 . 65 1 Clip 0 . 057 -2 . 37 7 . 50 0 .32 2 jR_EW 4 Bolt -0 .22 1 Clip 0 . 057 -0 . 81 7 . 50 0 . 11 3 �L EW 4 Bolt -0 .22 1 Clip 0 . 057 -0 . 81 7 . 50 0 . 11 3 RF 4 Bolt -0 . 65 1 Clip 0 . 057 -2 . 37 7 . 50 0 .32 , 3 R EW 4 Bolt -0 .22 1 Clip 0 . 057 -0 . 81 7 . 50 0 . 11 ' Type Description ------ ----------------------- Clip Bolted clip Weld Welded clip ' Gusset Welded clip with gusset Bolt Direct bolt Strap Bolted strap . PANEL SHEAR/PURLIN ANTI ROLL LOCATION: Surf Line Panel Shear DS AROLL No. : Id Id Calc Al1ow Id Purlin Purlin Location ---- ---- -�I-- ----- -------- ------ ------------------------- 2 L EW 39 . 8 75 . 0 @002 1 4 2 RF 1]�6 . 8 75 . 0 @002 1 4 2 R EW �9 . 8 75 . 0 @002 1 4 3 L EW �9 . 8 75 . 0 @002 1 1 3 RF 1 6 . 8 75 . 0 @002 1 1 3 �R_EW �9 . 8 75 . 0 @002 1 1 I � ____�_________________________________________________________________________ R11147 i Roof Panel Report 1/14/04 3 :32pm ----�------------------------------------------------------------------------- � ------------------------------------------------------------------------------ 1 f ' f I f � . _ 1/14/�004 ,.�-� RoofDes. out ,, , Page 36 l , f;. i � � ROOFjPANEL DATA: � Panel : 26 iHR ; Type = HR` ; Gage = 26 . 00 ; Yield = 80 . 0 f , � MOMENTS & DEFLECTIONS : I � ' i � � -------- Moment (ft-lb/ft)�------- � Surf Purlinj Load Support Midspan -- Deflect (in) -- Id ; Space� i Id Calc Allow Ratio Calc Allow Ratio Calc Allow Ratio � - ---, ------ ----- ----- ----- ----- _---- - --- ----- _---- ----- - - 2i 4 . 861, D+C+L 54 . 7 139 . 0 0 .39 39.3 119 . 0 0 .33 0 . 11 0 .324 0 .33 i D+C+WP 30 . 8 139 . 0 0 .22 -22 . 1 119 . 0 0 . 19 -0 . 05 0 .486 0 . 11 i ' D+WS -49 .4 119 . 0 0 .41 35 . 5 139 . 0 0 .26 0 . 12 0 .486 0 .25 � I I ' 31 4 ..8611 D+C+L 54 . 7 139 . 0 0 .39 -39 .3 119 . 0 0 .33 -0 . 11 0 .324 0 .33 j � D+C+WP 30 . 8 139 . 0 0 .22 -22 . 1 119 . 0 0 . 19 -0 . 05 0 .486 0 . 11 � D+WS -49 .4 119 . 0 0 .41 35 . 5 139 . 0 0 .26 0 . 12 0 .486 0 .25 l I f � I R11147 i Roof Diagonal Bracing Report 1/14/04 3 :32pm ____�_________________________________________________________________________ I PANEL SHEAR: I All�ow = 0 . 0 Calc = 11 . 5 i j DIAG�NAL BRACING: - Brace Tension(k ) Bay { Brace Loc . ------Diag_Brace----- ----Wind---- ---Seismic-- Max Id S Start End Type Size Part Calc Allow Calc Allow UC --- �4 ------- ------- ---- ------ -------- ----- ----- ----- ----- ---- 2 i 0 . 00 13 . 00 C 0 . 313 CB0313 1 . 95 5 . 60 0 . 00 9. 52 0 .35 � 13 . 00 27 . 00 C 0 . 313 CB0313 0 . 00 5 . 60 0 . 00 9 . 52 0 . 00 � 27 . 00 40 . 00 C 0 . 313 CB0313 1 . 95 5 . 60 0 . 00 9 . 52 0 .35 � R1114�7 Sidewall Diagonal Bracing Report 1/14/04 3 :32pm k PANE SHEAR: � Wall Id Calc Allow I I ---;- ----� ----- 2' 16 . 5 75 . 0 i 4� 24 .2 75 . 0 I DIAGONAL BRACING: ' Brace Tension(k ) wall� Bay Level ------Diag Brace----- ----Wind---- ---Seismic-- Max Id � Id Height Type Size Part Calc Al1ow Calc Allow UC � � � --------- 1/14/2004 , RoofDes.out , Page 37 � �, {: � ---5 ----- ------ ---- ------ -------- ----- ----- ----- ----- ---- 2 ; 2 16 . 00 C 0 .313 CB0313 2 . 83 5 . 60 0 . 00 9 . 52 0 .51 i � 4 � 5 � 16 . 00 C '0 .313 CB0313 2 . 83 5 . 60 0 . 00 9 . 52 0 . 51 I ' i i BASE �REACTIONS : : i i Wall Bay � Col Wind Max Seismic Max � Id Id i Id Horz Vert (+/-) Horz vert (+/-) --�- --- --- ----- --------- ----- --------- 2 2 2 -2 .47 1 .38 0 . 00 0 . 00 2 2 I 3 2 .47 1.38 0 . 00 0 . 00 4 5 � 5 -2 .47 1 .38 0 . 00 0 . 00 4 5 � 6 2 .47 1 .38 0 . 00 0 . 00 � � R11147 i Braced Purlin Report 1/14/04 3 :32pm ________________________________________________________ � i ____________________________ i I t . { Surf Span Briace Purlin Load ----Axial (k ) ---- --Moment (f-k ) -- Axl+Mom Idt Id Loc. Size Id Calc Allow UC Calc Al1ow UC UC ----' ---- --�-- -------- ---- ----- ----- ---- ----- ----- ---- ------- 2 2 13 . 0 9Z14 1 1 . 00 9 . 34 0 . 11 -2 . 05 7 .43 0 .28 0 .35 j 2 0 . 00 9 .34 0 . 00 -0 .50 7 .43 0 . 07 0 . 06 , � 3 1 . 00 9 .34 0 . 11 2 . 61 5 .20 0 . 50 0 .55 � 4 0 . 00 9 .34 0 . 00 -0 .30 7 .43 0 . 04 0 . 03 2 3 13 . 0 9Z16 1 1 . 00 7 .23 0 . 14 1 .34 5 .24 0 .26 0 .37 ! � 2 0 . 00 7 .23 0 . 00 0 .33 4 . 63 0 . 07 0 . 06 ; 3 1 . 00 7 .23 0 . 14 -1 :71 5 .24 0 .33 0 .43 I 4 0 . 00 7 .23 0 . 00 0 .20 4 . 63 0 . 04 0 . 04 2 4 13 . 0 9Z16 1 1 . 00 7 .23 0 . 14 -1 . 17 5 .24 0 . 22 0 .34 , . � 2 0 . 00 7 . 23 0 . 00 -0 .28 5 .24 0 . 05 0 . 05 I 3 1. 00 7 .23 0 . 14 1 .49 4 . 60 0 .32 0 .43 4 0 . 00 7 .23 0 . 00 -0 . 17 5 .24 0 . 03 0 . 03 ' � 5 13 . 0 9Z16 1 1 . 00 7 .23 0 . 14 -1 . 17 5 .24 0 .22 0 .34 2 0 . 00 7 .23 0 . 00 -0 .28 5 .24 0 . 05 0 . 05 � 3 1 . 00 7 .23 0 . 14 1 .49 4 . 60 0 .32 0 .43 � 4 0 . 00 7 .23 0 . 00 -0 . 17 5 .24 0 . 03 0 . 03 . � 2 6 13 . 0 9Z16 1 1 . 00 7 .23 0 . 14 1 .34 5 . 24 0 . 26 0 .37 ! 2 0 . 00 7 .23 0 . 00 0 .33 4 . 63 0 . 07 0 . 06 3 1 . 00 7 .23 0 . 14 -1 . 71 5 . 24 0 . 33 0 .43 4 0 . 00 7 .23 0 . 00 0 .20 4 . 63 0 . 04 0 . 04 2 7 13 . 0 9Z14 1 1 . 00 9 . 34 0 . 11 -2 . 05 7 .43 0 .28 0 .35 2 0 . 00 9 . 34 0 . 00 -0 .50 7 .43 0 . 07 0 . 06 3 1 . 00 9 .34 0 . 11 2 . 61 5 .20 0 . 50 0 .55 4 0 . 00 9 . 34 0 . 00 -0 .30 7 .43 0 . 04 0 . 03 Surf Span Br�ace Purl in Load ----Axial (k ) ---- --Moment (f-k ) -- Axl+Mom Id � Id L�oc . Size Id Calc Allow UC Calc Allow UC UC ; I ---- ---- ----- -------- ---- ----- ----- ---- ----- ----- ---- ------- 3 2 27 . 0 9Z14 1 1 . 00 9 . 34 0 . 11 -2 . 05 7 .43 0 .28 0 .35 k 2 0 . 00 9 . 34 0 . 00 -0 . 50 7 .43 0 . 07 0 . 06 $ 3 1 . 00 9 . 34 0 . 11 2 . 61 5 . 20 0 . 50 0 . 55 � 4 0 . 00 9 . 34 0 . 00 -0 . 30 7 .43 0 . 04 0 . 03 � I If ------. � 1/14/2004 ��°�� RoofDes. out r,-, Page 38 � � _ � 3 3 27 . 0 9Z16 1 1 . 00 7 .23 0 . 14 1 .34 5 . 24 0 .26 0 .37 f2 0 . 00 7 .23 0 . 00 0 .33 4 . 63 0 . 07 Ov06 � 3 1 . 00 7 .23 0 . 14 -1 . 71 5 .24 0 . 33 0 .43 I ` 4 0 . 00 7 .23 0 . 00 0 .20 4 . 63 0 . 04 0 . 04 3 4 27 . 0 9Z16 1 1 . 00 7 .23 0 . 14 -1 . 17 5 .24 0 .22 0 .34 � 2 0 . 00 7 .23 0 . 00 -0 .28 5 .24 0 . 05 0 . 05 j 3 1 . 00 7 .23 0 . 14 1.49 4 . 60 0 .32 0 .43 � � 4 0 . 00 7 .23 0 . 00 -0 . 17 5 .24 0 . 03 0 . 03 • 3 5 27 . 0 9Z16 1 1 . 00 7 .23 0 . 14 -1 . 17 5 .24 0 .22 0 .34 p � 2 0 . 00 7 .23 0 . 00 -0 .28 5 .24 0 . 05 0 . 05 _ i 3 1 . 00 7 .23 0 . 14 1 .49 4 . 60 0 .32 0 .43 I 4 0 . 00 7 .23 0 . 00 -0 . 17 5 .24 0 . 03 0 . 03 3 6 27 . 0 9Z16 1 1. 00 7.23 0 . 14 1 .34 5 .24 0 .26 0 .37 � I 2 0 . 00 7.23 0 . 00 0 .33 4 . 63 0 . 07 0 . 06 � � 3 1 . 00 7.23 0 . 14 -1 . 71 5 .24 0 .33 0 .43 � C 4 0 . 00 7.23 0 . 00 0 .20 4 . 63 0 . 04 0 . 04 3 7 27 . 0 9Z14 1 1 . 00 9.34 0 . 11 -2 . 05 7 .43 0 .28 0 .35 f 2 0 . 00 9 .34 0 . 00 -0 . 50 7 .43 0 . 07 0 . 06 � 3 1 . 00 9 .34 0 . 11 2 . 61 5 .20 0 . 50 0 .55 I , ; 4 0 . 00 9.34 0 . 00 -0 .30 7 . 43 0 . 04 0 . 03 ! I I� ______________________________________________________________________________ R11147 Eave Strut Report 1/14/04 3 :32pm -------------=---------------------------------------------------------------- � I r Wall �Bay Eave Bay Axial Calc Axial Axial Id t Id Size Width Wind Seis Allow Ratio ---- --- --- ---- ----- ------ ------ ----- ----- I 2 1 9C1 L 25 . 00 0 .44 0 . 00 9 . 80 0 . 04 ' 2 2 9C1 �L 25 . 00 2 . 16 0 . 00 9 . 80 0 .22 2 3 9C1 L 25 . 00 0 .44 0 . 00 9 . 80 0 . 04 � 2 4 9C1�L . 25 . 00 0 .44 0 . 00 9 . 80 0 . 04 2 � 5 9C1 L 25 . 00 0 .44 0 . 00 9 . 80 0 . 04 ' 2 6 9C1 L 25 . 00 0 .44 0 . 00 9 . 80 0 . 04 , � 4 6 9C1 L 25 . 00 0 .44 0 . 00 9 . 80 0 . 04 ' 4 5 9C1 L 25_. 00 2 . 16 0 . 00 9 . 80 0 .22 4 , 4 9C1 �L 25 . 00 0 .44 0 . 00 9 . 80 0 . 04 � 4 � 3 9C1 L 25 . 00 0 .44 0 . 00 9 . 80 0 . 04 4 2 9C1 L 25 . 00 0 .44 0 . 00 9 . 80 0 , 04 � 4 1 9C1 L 25 . 00 0 .44 0 . 00 9 . 80 0 . 04 R11147 Strut Bolt Report 1/14/04 3 :32pm --�-- - - - - } ------------�----------------------------------------------------------------- ------------ ----------------------------------------------------------------- � . � 4 � 1 f EAVE �STRUTS : � i � i � _ . ... ._. .... ...... .--- I/14/2004 RoofDes.out . Page 39 � , ., � . Wall �Frm Line ----Bolt Selected----- ---Bolt Capacity--- Id Id Type No Type Diam Wshr Calc Al1ow Ratio � -- ----- ----- ---- ----- ----- ----- ---- ,-- ---- 2 i 1 EW 2 A307 0 .500 0 0 .44 4 .42 0 . 10 2 ! 2 RF 2 A307 0 . 500 0 2 . 16 4 .42 0 .49 2 4 3 RF 2 A307 0 . 500 0 2 . 16 4 .42 0 .49 � 2 ! 4 RF 2 A307 0 . 500 0 0 .44 4 .42 0 . 10 : 2 i 5 RF 2 A307 0 .500 0 0 .44 4 .42 0 . 10 2 f 6 RF 2 A307 0 .500 0 0 .44 4 .42 0 .10 2 ; 7 EW � 2 A307 0 .500 0 0 .44 4 .42 0 . 10 , = 4 � 1 EW 2 A307 0 .500 0 0 .44 4 .42 0 . 10 4 i 2 RF 2 A307 0 .500 0 2 . 16 4 .42 0 .49 4 � 3 RF 2 A307 0 .500 0 2 . 16 4 .42 0 .49 4 ; 4 RF 2 A307 0 . 500 0 0 .44 4 .42 0 . 10 , 4 E 5 RF 2 A307 0 . 500 0 0 .44 4 .42 0 . 10 4 ' 6 RF 2 A307 0 .500 0 0 .44 4 .42 0 . 10 4 � 7 EW i 2 A307 0 .500 0 0 .44 4 .42 0 .10 , I � i ' PURLI�NS : ; + � Surf �Frm Line Brace ----Bolt_Selected----- Load ---Bolt_Capacity--- Id {Id Type Loc No Type Diam Wshr ld Calc_ Allow Ratio ---- �-- ---- ----- -- ----- ----- ---- ---- ----- ----- 2 � 1 EW 13 . 00 2 A307 0 .500 0 1 1 . 00 4 .42 0 .23 2 � 2 RF 13 . 00 2 A307 0 .500 0 1 1 . 72 4 .22 0 .41 2 C 3 RF 13 . 00 2 A307 0 .500 0 1 1 . 72 4 . 22 0 .41 2 � 4 RF 13 . 00 � 2 A307 0 .500 0 1 1. 00 4 . 22 0 .24 2 5 RF 13 . 00 2 A307 0 .500 0 1 1. 00 4 .22 0 .24 2 6 RF 13 . 00 2 A307 0 .500 0 1 1. 00 4 .22 0 .24 2 7 EW 13 . 00 2 A307 0 . 500 0 1 1 . 00 4 .42 0 .23 3 1 EW 27 . 00 2 A307 0 .500 0 1 1 . 00 4 .42 0 .23 • 3 2 RF 27 . 00 2 A307 0 .500 0 1 1 . 72 4 .22 0 .41 3 3 RF 27 . 00 2 A307 0 . 500 0 1 1 .72 4 .22 0 .41 3 4 RF 27 . 00 2 A307 0 . 500 0 1 1 . 00 4 .22 0 .24 3 5 RF 27 . 00 2 A307 0 . 500 0 1 1 . 00 4 .22 0 .24 3 6 RF 27 . 00 2 A307 0 . 500 0 1 1 . 00 4 .22 0 .24 3 7 EW 27 . 00 2 A307 0 . 500 0 1 1 . 00 4 .42 0 .23 . R11147 Roof Design Weight Summary 1/14/04 3 :32pm Roof Purlins = 4893 . 58 Eave Struts = 1175 . 67 Roof Bracing = 35 . 77 ` Wall Bracing = 24 . 03 Total = 6129 . 06 ____�____________________________________________________ ' R11147 Roof Design Warning Report 1/14/04 3 :32pm ----; -------------- 4 � � 4 � � _ i ' � � - ----- � 1/14/2004 RoofDes. out Page 40 . �� i F � _ ; . . No Warnings i ; j � i _ i ; ; ' i ' � , , ! � - � , , � I � � ., , � � , � I � I , I � j � I i � i i I ' I � i � , . I � i i I I � � � I i I I I I � I 1 I � 1 I I � ! I 4 i ! , I � � , � � f , - -----_ , 1/I4/2004 SwDes-F. out Page 1 � I ��` . . � , � *______________________________________________________________________________ *R1114{7 � Sidewall Design Input File 1/14/04 2 :24pm *------ � ______________________________________________________________________________ � I � . � i I * (1) JOBID: 'R11147 ' . ! � * (2) PROGRAM OPTIONS : : *Sidewall Run Run Lap * Icl Gir�t Panel Stiff 'F'� 'Y' 'Y' 0 . 50 � - i * (3)DE,SIGN COD� � : * i *Design ---Steel Code--- ---Build--- Seismic * Code Cold � Hot Country Code Year Zone , 'WS '� 'AISI9�6 ' 'AISC89 ' ' ---- ' 'FBC ' ' 01 ' ' - ' I + * (4)DE}SIGN CONSTANTS: � * f Wind * ---S;teel Yiei d (ksi ) -- Stress Rati.o Strength * C-Se'c W-Sec R-Sec Panel Girt Panel Factor 55 .�0 50 . 0 36 . 0 80 . 0 1 . 03 1 . 03 1. 0000 * (5) DE�FLECTION LIMITS: * � * ---G;irt--- �-Panel--- Part * Wall� Facia Wall Facia Wall 90 .� 0 . 90 . 0 . 90 . * (6) R�EPORTS : * Iriput Wal Door Wall * Echo Girt Jamb Panel � � I�� �Y� �Y� �Y� I I I * (7) BUILDING TYPE: * Bui1:Pd L E� �pand_EW R Expand_EW * Typ�e Use Off�et Use Offset 'FF-!' 'N ' 0 . 000 'N ' 0 . 000 . � * (8)BU`ILDING SHAPE : * No.i X-C�ord Y-Coord Offset "* Surf (�£t) (ft) (in) 4 0 . 0000 16 . 0000 0 . 000 20 . �0000 19 .3333 8 . 000 40 . I0000 16 . 0000 8 . 000 40 .�0000 0 . 0000 0 . 000 � * (9) SI�DEWALL B Y SPACING: (Max: 40 bays) * Sets Of Bay No. * Bays Width Bays l� 25 . OI000 6 ! � � � i � f i -_- 1/14/�004 SwDes-F.out _ Page 2 �.�-, � ,_ + . i * (10) FRAMED OPENINGS : * No.; Bay Open Open Open Open Sill Base Set Member Remove * Operi Id Width Height Offset Type Height Elev Depth Select Panels 0 ' ' � � * (11) PARTIAL !ALLS : * Set ;Of Base Full --Bay Id-- Wall , * Bay;s Type Load Start End Height 0 ( : * (12) GIRT DESIIGN; * Girt In Flg Set Set Max Max Unbr * Type Brace Depth Lap Space Length , ' ZB '� 'Y' 0 . 000 0 . 0000 7 . 3333 8 . 0000 ; , � , * (13) GIRT LOCA� �I ON: � * Set i No. -iGirt � ' * Loc i Girt �Location ' P' j 2 �7, .3333 13 . 0000 � * (14) S+PECIAL GIRT: * Sets. Of --Bay_Id-- Girt Girt Girt � * Girts Sta �t End Height Type Rotate 0€ * (15) WALL PANE S/GUTTERS : * Wall� -- i--Gutter----- * Pane`1 Use Type Width '26 �HR ' ' - ' 'N' 0 . 000 � * (16) FACIA/PARAPET: * I * No O�f -Location Edge Extend * Diff� Ext Facia Bay Bay Left Right Ext * Ext t Id Type Start End Elev Height (ft) (ft) Mount 0 � * (17) F�CIA/P PET GIRTS : �, * *Ext -�---Top-- --Interior- ---Gutter-- ---Back_Panel--- Angle �*Id T;ype Rota �e Type Rotate Type Rotate Part Rotate Spacing + * (is) B�szC Lox�s : * Baslic Wind�.I Load Ratio * Win�d DefWect Factor 18 .4 1. b�0 1 . 00 * (19) WIND PRES�URE/SUCTION: * Wyind Wind I * P�ressure Suction � 1�6 . 1 17 . 6 . . Girt/Header 1�9 . 9 21 . 6 . . Panel 1;6 . 1 I17 . 6 . . Jamb 2�4 . 0 ;24 . 0 . . Parapet Girt * (20) G;IRT LAPS : * { s I � — — 1 � 1/14/�004 _ SwDes-F. out Page 3 �•-, (: , � } * � Data -�----Set 1------- ------Set 2------- ------Set 3------- * Optl Sets Left Right Quan Left Right Quan Left Right Quan ' - ' 0 i i ' * (21) GIRT STRAPS : * I t * �Data --�Set 1--- ---Set 2--- ---Set 3--- ---Set 4--- . *Opt �Sets St �ap Quan Strap Quan Strap Quan Strap Quan - ' - ' t o � ; ----=------------------------------------------------------------------------- - ------------- ----- -- - ------- -------- - -- -------- - ---- -- - R1114f7 Sidewall Design Code 1/14/04 3 :32pm ----`-------- '---------------------------------------------------------------- ------------- --------------------------------------------------------------- � _ i f STRUCTUR.AL CODE : � `Design Basis - WS ' ,Hot Rollled Steel - AISC89 �Cold Formed Steel - AISI96 r I � I BUILDING CODE: iWind Code - FBC �Year - O1 �Seismic one - - i i MO'DULUS OF ELASTICITY � 'Hot Rol� ed Steel - 29000 fCold For� �ed Steel - 29500 ! � ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ R1114�7 Girt Design Report -_-_1/14/04__3�32pm _____�______________________________________________________________ � -------------------------- � GIRT: LEVEL # 1 ; SPAN # 1 � -------------------------- � � GIRT 4LAYOUT: Bay Girt Bay Lap Dist (ft) Girt No. Girt Id Size Width Left Right Location Brace Weight --- ------ - ----- ---- ----- -------- ----- ------ 1 9Z15 25 . 00 1 . 88 7 .3333 3 96 . 3 2 , 9Z15 25 . 00 1 . 88 1 . 88 7 . 3333 3 103 . 0 3 9Z16 25 . 00 1 . 88 1 . 88 7 .3333 3 90 . 8 4 9Z16 25 . 00 1 . 88 1 . 88 7 .3333 3 90 . 8 5 4 9Z15 25 . 00 1 . 88 1 . 88 7 .3333 3 103 . 0 6 � 9Z15 25 . 00 1 . 88 7 .3333 3 96 .3 � ------ i I 580 . 1 . , i � WIND +PRESSURE : � � t 4 1/14/2004 „ SwDes-F.out Page 4 ; � ; , i ` i � i { ----�----------- � ! { GIRT }ANALYS I S :� � i � ---------SHEAR�k ) -------- --------------MOMENT�f-k ) -------------- i Bay � Left �Left Right Right Left Left Mid-Span Right Right Id ; Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup � --- t ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 � 1 . 03 -1 .39 -1.58 0 . 00 -5 . 09 9 . 86 4 . 12 6. 91 2 � 1 .38 1 . 19 -1 . 04 -1 .23 6 . 91 4 . 50 -2 .22 13 .21 2 . 93 5. 06 3 � 1 .28 1 . 09 -1 . 14 -1.33 5 . 06 2 . 83 -2 . 83 12 .27 3 .34 5. 65 4 ? 1 . 33 1 . 14 -1 . 09 -1.28 5 . 65 3 .34 -2 . 83 12 . 73 2 . 83 5 . 06 5 r 1.23 1 . 04 -1 . 19 -1.38 5 . 06 2 . 93 -2 . 22 11 . 79 4 .50 6. 91 6 � 1 .58 1 .39 -1. 03 6 . 91 4 . 12 -5 . 09 15 . 14 0 . 00 � i � I STRENGTH/DEFLECTION: Span -----�SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION{in) IdI Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---� --- -=---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 } RL �1 .39 2 . 89 0 .48 MS -5 . 09 6 . 35 0 . 80 RL 0 . 65 -1.22 3 .33 2 ! LL 1 . 19 2 . 89 0 .41 LL 4 . 50 6 . 35 0 . 71 LL 0 . 67 -0 .30 3 .33 3 � RL -1 . 14 2 . 06 0 . 55 RL 3 . 34 5 .24 0 . 64 RL 0 . 71 -0 . 60 3 .33 4 LL 1 . 14 2 . 06 0 . 55 LL 3 . 34 5 .24 0 . 64 LL 0 . 71 -0 . 60 3 .33 5 RL -1 . 19 2 . 89 0 .41 RL 4 . 50 6 . 35 0 . 71 RL 0 . 67 -0 .30 3 .33 6 LL 1 . 39 2 . 89 0 .48 MS -5 . 09 6 .35 0 . 80 LL 0 . 65 -1 .22 3 .33 WIND SUCTION : ---------------- GIRT ANALYSIS :� ---------SHEAR�k ) -------- --------------MOMENT(f-k ) -------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 6 -1. 13 1 . 52 1.73 0 . 00 5 . 56 9 . 86 -4 .51 -7 . 55 " 2 � -1 . 51 1 .30 1 . 13 1.35 -7 . 55 -4 . 92 2 .42 13 .21 -3 .20 -5 . 53 3 -1.40 �1 . 19 1 .24 1 .46 -5 . 53 -3 . 10 3 . 09 12 .27 -3 .65 -6 . 17 4 -1 .46 I1 .24 1 . 19 1 .40 -6 . 17 -3 . 65 3 . 09 12 . 73 -3 . 10 -5 .53 � 5 -1 .35 I1 . 13 1 . 30 1 .51 -5 . 53 -3 .20 2 .42 11 . 79 -4 . 92 -7 .55 6 -1 . 73 I1 . 52 1 . 13 -7 . 55 -4 . 51 5 . 56 15 . 14 0 . 00 STRENGTH/DEFL CTION: � Span ----- �SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id � Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---= --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- l � RL 1 . 52 2 . 89 0 . 53 MS 5 . 56 5 . 93 0 . 94 RL 0 . 78 1 . 34 3 . 33 2 � LL -1 .30 2 . 89 0 .45 LL -4 . 92 6 .35 0 . 78 LL 0 . 80 0 . 33 3 . 33 3 RL 1 .24 2 . 06 0 . 60 RL -3 . 65 5 .24 0 . 70 RL 0 . 85 0 . 66 3 . 33 4 LL -1 .24 2 . 06 0 . 60 LL -3 . 65 5 .24 0 . 70 LL 0 . 85 0 . 66 3 . 33 � i , � if -------- 1/14/2004 (,.,-� SwDes-F.out r�_.,, Page 5 � �;_ � � � f � • 5 � RL 1 . 30 2 . 89 0 .45 RL -4 . 92 6 . 35 0 . 78 RL 0 . 80 0 . 33 3 .33 6j LL -1 . 52 2 . 89 0 . 53 MS 5 .56 5 . 93 0 . 94 LL 0 . 78 1. 34 3 .33 4 ( R11147------�-----_-_--Girt-Design-Report----------------------1/14/04--3 �32pm �- --- - -- -- - i . + . � i i . f R _ � -------------------------- ; GIRT: LEVEL # 2 ; SPAN # 1 � -------------------------- i GIRTILAYOUT: 4 � Bayi Girt Bay Lap Dist (ft) Girt No. Girt � Id � Size _ Width Left Right Location Brace Weight � 1 9Z16 25 . 00 1. 88 13 . 0000 3 84 . 9 2 9Z16 25 . 00 1 . 88 1. 88 13 . 0000 3 90 . 8 3 9Z16 25 . 00 1 . 88 1. 88 13 . 0000 3 90 . 8 4 ? 9Z16 25 . 00 1 . 88 1 . 88 13 . 0000 3 90 . 8 , 5 ' 9Z16 25 . 00 1 . 88 1 . 88 13 . 0000 3 90 . 8 6 9Z16 25 . 00 1 . 88 13 . 0000 3 84 . 9 533 . 1 WIND PRESSUR . GIRT ANALYSI : � ------ -SHEAR�k ) -------- --------------MOMENT (f-k ) -------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0 . 63 -0 . 85 -0 . 98 0 . 00 -3 . 13 9 . 86 2 .54 4 .26 _ 2 i 0 . 85 0 . 73 -0 . 64 -0 . 76 4 .26 2 . 77 -1 . 37 13 .22 1 . 79 3 . 10 ` 3 ! 0 . 79 0 . 67 -0 . 70 -0 . 82 3 . 10 1. 73 -1 . 74 12 .26 2 . 06 3 .48 4 � 0 . 82 0 . 70 -0 . 67 -0 . 79 3 .48 2 . 06 -1 . 74 12 . 74 1 . 73 3 . 10 5 0 . 76 0 . 64 -0 . 73 -0 . 85 3 . 10 1 . 79 -1 . 37 11 . 78 2 . 77 4 .26 � 6 0 . 98 0 . 85 -0 . 63 4 .26 2 . 54 -3 . 13 15 . 14 0 . 00 STRENGTH/DEF ECTION: i Spari ---- �SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Idi Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---'` --- =---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 � RL +I0 . 85 2 . 06 0 .41 MS -3 . 13 5 . 24 0 . 60 RL 0 .41 -0 . 85 3 .33 2 � LL 40 . 73 2 . 06 0 . 35 LL 2 . 77 5 . 24 0 . 53 LL 0 .41 -0 .21 3 .33 3 � RL �0 . 70 2 . 06 0 . 34 RL 2 . 06 5 . 24 0 . 39 RL 0 . 27 -0 .37 3 . 33 4 ; LL 0 . 70 2 . 06 0 .34 LL 2 . 06 5 . 24 0 . 39 LL 0 . 27 -0 . 37 3 . 33 5 + RL -0 . 73 2 . 06 0 .35 RL 2 . 77 5 . 24 0 . 53 RL 0 .41 -0 .21 3 . 33 � ! ' _'__ I/14/2;004 ,._. SwDes-F.out �,_. Page 6 ��. i � ! 6 � LL 0 . 85 2 . 06 0 .41 MS -3 . 13 5 .24 0 . 60 LL 0 .41 -0 . 85 3 .33 � i WIND i SUCTION : • � -----i----------- 's � � GIRT ;ANALYSIS � . � i ---------SHEAR�k ) -------- --------------MOMENT (f-k ) -------------- ; Bay ; Left Left Right Right Left Left Mid-Span Right Right Id ; Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- i ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 � -0 . 69 0 . 93 1 . 07 0 . 00 3 .42 9 . 86 -2 . 78 -4 . 65 2 ; -0 . 93 0 . 80 0 . 70 0 . 83 -4 . 65 -3 . 03 1 . 50 13 .22 -1 . 95 -3 .38 � 3 � -0 . 86 �0 . 73 0 . 76 0 . 90 -3 .38 -1 . 89 1 . 91 12 .26 -2 .25 -3 . 81 - 4 -0 . 90 I0 . 76 0 .73 0 . 86 -3 . 81 -2 .25 1 . 91 12 .74 -1 . 89 -3 .38 5 � =0 . 83 i0 . 70 0 . 80 0 . 93 -3 .38 -1. 95 1 . 50 11 . 78 -3 . 03 -4 . 65 6 1. 07 -0 . 93 0 . 69 -4 . 65 -2 . 78 3 .42 15 . 14 0 . 00 � i � f STRENGTH/DEFL� CTION: � 1 Span -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) _Id � Loc Calc Allow UC Loc _Calc- Al1ow UC Loc -UC -Calc- Allow - �---- - 1 RL �0 . 93 2 . 06 0 .45 MS 3 .42 4 . 90 0 . 70 RL 0 .49 0 . 93 3 .33 2 LL -0 . 80 2 . 06 0 .39 LL -3 . 03 5 .24 0 .58 LL 0 .49 0 .23 3 .33 3 RL 0 . 76 2 . 06 0 .37 RL -2 .25 5 .24 0 .43 RL 0 .32 0 .41 3 .33 4 LL -0 . 76 2 . 06 0 . 37 LL -2 .25 5 .24 0 .43 LL 0 .32 0 .41 3 .33 5 RL 0 . 80 2 . 06 0 .39 RL -3 . 03 5 .24 0 . 58 RL 0 .49 0 .23 3 .33 6 LL -0 . 93 2 . 06 0 .45 MS 3 .42 4 . 90 0 . 70 LL 0 .49 0 . 93 3 .33 R1114f7 Wall Panel Report 1/14/04 3 :32pm i PANEL REACTIO S : (Front Sidwall, Bay= 1) t ' Panel : 26 HR ; Type = HR ; Gage = 26 . 00 ; Yield = 80 � , MOMENTS & DEF� �ECTION: ---------Moment (ft-lb/ft) --------- Span Span LD Support Midspan ---Deflect (in) -- Id � _ (ft) Id Calc Allow UC Calc Al1ow UC Calc Allow UC ---- -- ----- ----- ---- ----- ----- ---- ----- ----- ---- 1 ; 7 . 33 WP 105 .2 139 . 0 0 . 76 -86 .3 119 . 0 0 . 73 -0 . 61 0 . 98 0 . 62 ; WS -114 .2 119 . 0 0 . 96 93 . 7 139 . 0 0 . 67 0 . 66 0 . 98 0 . 68 2 ? 5 . 67 WP 105 .2 139 . 0 0 . 76 -20 . 9 119 . 0 0 . 18 -0 . 01 0 . 76 0 . 02 ' WS -114 .2 119 . 0 0 . 96 22 . 7 139 . 0 0 . 16 0 . 02 0 . 76 0 . 02 3 � 2 . 33 �WP 23 .3 139 . 0 0 . 17 -4 .4 119 . 0 0 . 04 0 . 00 0 .31 0 . 00 � ;WS -25 .3 119 . 0 0 .21 4 . 8 139 . 0 0 . 03 0 . 00 0 .31 0 . 00 � i t I i � I - � I � � 1/14/2004 f�._ SwDes-F. out Page 7 i ',. . � � � ----t______________________________________________ ----; -- --- -�-- __________________________________ R1114'7 Weight� Summary 1/14/04 3 :32pm ____ �_________________________________________________________________________ i � . � ; ! i Girts = 1113 . 18 � Frame Openings = 0 . 00 � -------- . , � 1113 . 18 I � ______________________________________________________________ R11147 Sidewall Design Warning Report 1/14/04 3 :32pm � ----------------------------------------- --------------------------- ------------- �------------ ---------------------------------------------------- I I ; j � t . No Warnings I � � � f � � - i _ � I � � i 4 � � , . i � I i I � i i � ------ 1/14/2004 I SwDes-B.out Page 1 j i, �. I . i *______________________________________________________________________________ *R1114,7 Sidewall Design Input File 1/14/04 2 :24pm *______________________________________________________________________________ i � I I � f _ * (1) JOBID: ' , 'R11147 ' * (2) PROGRAM OPTIONS : ; *Sidewall Runl Run Lap ' * Id Gi�t Panel Stiff 'B'� 'Y' 'Y' 0 .50 � * (3)DESIGN COD i: * � *Design ---Steel Code--- ---Build--- Seismic ; * Code Cold Hot Country Code Year Zone , 'WS '� 'AISI96 ' 'AISC89 ' ' ---- ' 'FBC ' ' Ol ' ' - ' � i i * (4)DESIGN CONSTANTS : * � j Wind * ---Steel Yield(ksi ) -- Stress Ratio Strength * C-Sec W Sec R-Sec Panel Girt Panel Factor 55 .i0 50 . 0 36 . 0 80 . 0 1 . 03 1. 03 1 . 0000 I * (5)DEFLECTIO LIMITS : * * ---Girt--- �-Panel--- Part * Wal� Facia Wall Facia Wall 90 .� 0 . 90 . 0 . 90 . � I - * (6) REPORTS : * Iriput Wa 1 Door Wall * Echo Gi t Jamb Panel , � Z � �y� �Y� �y� * (7) BUILDING �YPE: * Build L_Expand_EW R Expand_EW * Type Us Offset Use Offset : 'FF� ' 'N ' 0 . 000 'N ' 0 . 000 � I * (8)BUILDING SHAPE: * No� X-Coord Y-Coord Offset � * Surf ift) (ft) (in) 4 0 . 0000 16 . 0000 0 . 000 20 . 0000 19 . 3333 8 . 000 40 . 0000 16 . 0000 8 . 000 40 . 0000 0 . 0000 0 . 000 * (9) SIDEWALL BAY SPACING: (Max: 40 bays) * Sets Of Bay No. * Bays Width Bays 1 25 . 0000 6 i � � � � i __ � i =- 1/14/2�04 SwDes-B_out „�, Page 2 r. . r 4 l * (10) FR.AMED OPENINGS : * No.z Bay O,pen Open Open Open Sill Base Set Member Remove * Open; Id Wi�dth Height Offset Type Height Elev Depth Select Panels 4 ; 1 12 �. 0000 14 . 0000 12 . 0000 42 0 . 0000 0 . 000 0 . 000 ' CU' 'Y' � 3 1 2 �. 0 0 0 0 1 4 . 0 000 10 . 0000 42 0 . 0000 0 . 000 0 . 000 ' CU' 'Y' { 4 12 �. 0000 14 . 0000 12 . 0000 42 0 . 0000 0 . 000 0 . 000 ' CU' 'Y' ! 6 12L0000 14 . 0000 1 . 0000 42 0 . 0000 0 . 000 0 . 000 ' CU' 'Y' I : 1 1 I * (11) PARTIAL W LLS : ; * Set Of Base Full --Bay_Id-- Wall * Bays Type Load Start End Height 0, * (12) G"'IRT DESIGN: * Girt� In Flg Set Set Max Max Unbr * Type' Brace Depth Lap Space Length ' ZB '� 'Y' 0 . 000 0 . 0000 7 . 3333 8 . 0000 * (13)GIRT LOCA�ION: * Set � No. Girt * Loc � Girt Location ' P ' ` 2 � � 3333 13 . 0000 . � * (14) S�PECIAL G�I�RT: * Sets? Of --B�y Id-- Girt Girt Girt * Girts Sta� �t End Height Type Rotate 0' * 15 WALL PANE� S GUTTERS : � ) � * Wall� --ii--Gutter----- * Panel Use Type Width ' 26 �HR ' ' - ' 'N' 0 . 000 * (16) FACIA/PA PET: * i * No Of -Location Edge_Extend * Dif : Ext Facia Bay Bay Left Right Ext * Ext� Id Type Start End Elev Height (ft) (ft) Mount 0 i F t �* (17) FACIA/P PET GIRTS : * 4 P �*Ext -�---Top--�- --Interior- ---Gutter-- ---Back Panel--- Angle *Id �ype Rota �e Type Rotate Type Rotate Part Rotate Spacing * (18) BASIC LO �S : * Ba�ic Wi d Load Ratio * Wirid Def�ect Factor 18 .4 1 . 00 1 . 00 � * (19)WIND PRESSURE/SUCTION: * !Wind Wind * Pressure Suction 16 . 1 17 . 6 . . Girt/Header 19 . 9 �21 . 6 . . Panel 16 . 1 �17 . 6 . . Jamb , � i � . . -- -----._ 1/14/2004 SwDes-B. out _ Page 3 � `, � � 2�4 . 0 24 . 0 . . Parapet Girt * (20) �IRT LAPS : � _ � * � Data -i----Set 1------- ------Set 2------- ------Set' 3------- * Opt � Sets Left Right Quan Left Right Quan Left Right Quan . � � � � , , * (21) GIRT STRA S : , * {Data --�Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt ;Sets Strap Quan Strap Quan Strap Quan Strap Quan ' - ' i 0 � � I � ______________________________ � R11147 Sidewall Design Code 1/14/04 3 :32pm I i � 2 � 4 � STRUCTURA CODE: ;Design Basis - WS �Hot Rolled Steel - AISC89 �Cold Fo med Steel - AISI96 BUILDING ODE: Wind Co e - FBC � Year - Ol Seismic Zone - - MODULUS O ELASTICITY �Hot Ro led Steel - 29000 Cold Fo med Steel - 29500 1 I __________________________________________________________ _�__ ___ ____- ; R11147 _--_____-_Girt_Design Report ---_--_--1/14/04--3_32pm � ----�------- ------------ ----------------------------------------- � � GIRT: LEVEL # 1 ; SPAN # 1 -------------------------- • GIRT' LAYOUT: Bay Girt Bay Lap Dist (ft) Girt No. Girt Id Size Width Left Right Location Brace Weight 1 9Z16 11 . 63 7 . 3333 3 36 . 7 ; 36 . 7 f 4t d WIND� PRESSURE : ---------------- � � . . . . .. . .. . , _-_ 1/14/2004 � SwDes-B.out _ Page 4 � ' ��, i � � - � GIRT ANALYSIS: � ---------SHEAR�k ) -------- --------------MOMENT (f-k ) -------------- Bay 1 Left Left Right Right Left Left Mid-Span Right Right Id � Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- } ----- ---- ----- ----- ----- ----- ----- ----- 1 j 0 . 61 -0 . 61 0 . 00 -1 . 77 5 . 81 0 . 00 I ' i STRENGTH/DEFL�CTION: i Span'• ----- �SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id i Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow : ----� --- - ---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- l � LS 0 . 61 2 . 06 0 . 30 MS -1 . 77 5 .24 0 .34 LS 0 . 09 -0 .13 1 .55 , ; , ' � i WIND ' SUCTION : ' -----!----------- i I 1 - GIRT �ANALYSIS : ---------SHEAR(k ) -------- --------------MOMENT (f-k ) -------------- Bay Left Left Right RigYit Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- '---- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0 . 66 0 . 66 0 . 00 1 . 93 5 . 81 0 . 00 . STRENGTH/DEFL CTION: Spa� -----�SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Idl Loc Calc P;llow UC Loc Calc Allow UC Loc UC Calc Allow � ' --- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 LS �0 . 66 2 . 06 0 .32 MS 1 . 93 5 .24 0 . 37 LS 0 . 10 0 . 14 1 . 55 ----=---------- -----_____________________________---- i ----------=----------- ----_______________ R11147 Girt Design Report 1/14/04 3 :32pm • , � -------------------------- GIRT: LEVEL # 1 ; SPAN # 2 -------------------------- GIRT LAYOUT: Bay ! Girt . Bay Lap Dist (ft) Girt No. Girt Id j Size Width Left Right Location Brace Weight --- ; ----- -- ----- ---- ----- -------- ----- ------ 1 � 9Z15 0 . 63 , 7 .3333 3 2 .2 2 � 9Z15 25 . 00 1 . 88 7 .3333 3 96 . 3 I i � ; - --__ 1/14/2'004 ' , SwDes-B.out Page 5 �'` ' ' ' i 3 9Z16 9 . 63 1 . 88 7 .3333 3 36 .3 i ------ � 134 . 8 1 . I I WIND �RESSURE : ---------------- . I { GIRT P,NALYSIS : � � ------- - SHEAR(k ) -------- --------------MOMENT (f-k ) -------------- Bay � Left Left Right Right Left Left Mid-Span Right Right Id a Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 � -0 . 81 -0 . 87 0 . 00 0 . 26 0 .31 0 .53 � 2 � 1 . 09 -1 .33 -1 . 53 0 . 53 -5 . 13 10 .40 3 .34 6 . 03 ' 3 1 . 13 0 . 93 0 . 12 6 . 03 4 . 09 1 . 80 4 . 81 0 . 00 � i STRENGTH/DEFLECTION: 4 Span -----�SHEAR(k ) ------ -----MOMENT(f-k ) ---- Mom+Shr DEFLECTION(in) Idi Loc Galc Allow UC Loc Calc Allow UC Loc UC Calc Al1ow ----� --- -�---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- I 1 f RS �0 . 87 2 . 89 0 .30 RS 0 . 53 6 .35 0 . 08 RS 0 . 10 0 . 11 2I RL I1 .33 2 . 89 0 .46 MS -5 . 13 6 .35 0 . 81 RL 0 .49 -1 .29 3 .33 3 � LL 0 . 93 2 . 06 0 .45 LL 4 . 09 5 .24 0 . 78 LL 0 . 81 -0 . 07 WIND SUCTION : ---------------- i i ! I GIRT �ANALYSIS : ' ---------SHEAR(k ) -------- --------------MOMENT (f-k ) -------------- � Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup . 1 � 0 . 88 0 . 96 0 . 00 -0 .28 0 .31 -0 . 58 2 j -1 . 19 1 .46 1 . 67 -0 . 58 5 . 61 10 .40 -3 . 66 -6 . 59 3 -1 . 23 -1 . 02 -0 . 13 -6 . 59 -4 .47 -1 . 97 4 . 81 0 . 00 STRENGTH/DEF ECTION: i Spari -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION (in) Idl Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---� --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 ' RS 0 . 96 2 . 89 0 . 33 RS -0 . 58 6 .35 0 . 09 RS 0 . 12 -0 . 12 2 � RL 1 .46 2 . 89 0 . 50 MS 5 . 61 5 . 93 0 . 95 RL 0 . 59 1 .4Z 3 . 33 3 � LL I1 . 02 2 . 06 0 . 50 LL -4 .47 5 .24 0 . 85 LL 0 . 97 0 . 08 � ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ R11147 Girt Design Report � 1/14/04 3 :32pm I � � 1/x4/2�04 �SwDes-B. out Page 6 �,. . ° -------------------------- GIRT: LEVEL # � ; SPAN # 3 � � GIRT LAYOUT: ; Bay Girt Bay Lap Di�t (f�.) Girt No. Gir�. Id Size Tn7idth Left Right Location Brace Weight � --- ------�-- ----- ---- ----- -------- ----- ------ . 3 � 9Z16 2 .63 7.3333 3 8 .3 � 4 � 9Z16 11 . 63 7 .3333 3 36 .7 S ------ { 45 . 0 I � WIND �PRESSURE : ------------- -- G�RT ALYSIS : ------- -�SHEAR(k ) -------- ---------------MOMENT(f-k } -------------- Bay Left Le�t Righ�. Right Left Left Mid-Span Righ� Right Id Sup Lap Lap �up Sup Lap Mom Loc Lap Sup 3 -0 .42 -0 . 69 0 . 00 0 . 64 1.31 1.46 4 0 . 73 -Q .48 1 .46 -1 . 11 7 . 01 0 . 00 S`Z'RENGTH jDEFI, I CTZON: Spari -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTI ON(a.n) Id � Loc Calc A11ow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- ---- ------- ----- ---- --- ---- ------ ------ 3 R� �Q . 69 2 . 06 0_34 R� 1 .46 5 .24 0 .28 R� Q . 19 0 . 00 0 .35 4 L� 0 . 73 2 . 06 0 .36 LS 1 .46 5 .24 0 .28 L� 0 . 20 -0 . 07 1 . 55 WIND � SUCTION :- ---------------- GIRT ,ANALYSI • ---------SHEAR(k ) -------- --------------MOMENT (f-k ) --------------- Bay Left Le�t Righ� Right L,eft Zeft Mid-Span Righ� Ri.gh� Td Sup Lap Lap �up Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 � 0 .46 0 . 76 O . OQ -0 . 70 I .31. -1. . 59 4 -0 .8Q , 0 . 53 -1 .59 1 . 22 7 . 01 0 . 00 STRENGTI3f DEFI,ECTIC}N: � ( 1/14/2004 I . SwDes-B. out _. Page 7 � �" F"., 4 � � Span j -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc Qalc Allow UC Loc Calc Allow UC Loc UC Calc Al1ow ---- --- -�!--- ----- ----� --- ------ ----- ---- --- ---- ------ ----- 3 RS 0 . 76 2 . 06 0 .37 RS -1 . 59 5 .24 0 . 30 RS 0 .23 0 . 00 0 .35 4 LS -0 . 80 2 . 06 0 .39 LS -1 . 59 5 .24 0 .30 LS 0 .24 0 . 07 1 .55 ; ==i== --- ------------------------------ R11147 ____-Girt Design Report 1/14/04 3 :32pm _____�______------ ---------------- ------------------------------------------------------------------ . � i i � i i GIRT: LEVEL # 1 ; SPAN # 4 � -------------------------- i GIRT LAYOUT: Bay ' Girt Bay Lap Dist (ft) Girt No. Girt Id f Size Width Left Right Location Brace Weight --- � -------- ----- ---- ----- -------- ----- ------ 4 9Z13 0 . 63 7 .3333 3 3 . 0 5 9Z13 25 . 00 7 .3333 3 119 . 7 6 9Z13 0 . 63 7 .3333 3 3 . 0 125 . 7 WIND PRESSURE : -----�----------- fGIRT ANALYSIS: � ---------SHEAR(k ) -------- --------------MOMENT (f-k ) -------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 -0 . 94 -1 . 00 0 . 00 0 .30 0 .31 0 . 61 � 5 1.31 -1 . 31 0 . 61 -7 . 57 12 . 50 0 . 61 6 1 . 00 0 . 94 0 . 61 0 . 30 0 .31 0 . 00 STRE�GTH/DEFLECTION: Span ---- �SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id � Loc -Calc Allow UC Loc Calc Al1ow UC Loc UC Calc Al1ow ---- --- �---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 4 � RS �1 . 00 7 . 37 0 . 14 RS 0 . 61 9 . 14 0 . 07 RS 0 . 02 0 . 13 5i RS '-1 .31 7 . 37 0 . 18 MS -7 . 57 9 . 14 0 . 83 RS 0 . 04 -1 . 70 3 . 33 6i LS 1 . 00 7 . 37 0 . 14 LS 0 . 61 9 . 14 0 . 07 LS 0 . 02 0 . 13 i � I WIND( SUCTION : � I i _. I ` 1/14/2004 .:A=� SwDes-B.out _ Page 8 � f:`�. 1 • � GIRT ANALYSIS : . --------�SHEAR(k ) -------- --------------MOMENT (f-k ) --.------------ Bay Left Left Right Right Left Left Mid-Span Right Right Id_ Sup �ap Lap Sup Sup Lap Mom Loc Lap Sup ----- -��--- ----- ----- ----- ----- ----- ----- ----- ----- • 4 1 . 03 1 . 10 0 . 00 -0 .33 0 .31 -0 . 66 5 -1 .43 1 .43 -0 . 66 8 .27 12 . 50 -0 . 66 6 -1 . 10 -1 . 03 -0 . 66 -0 .33 0 .31 0 . 00 STRENGTH/DEFL CTION: Span ------SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) , Id Loc alc Al1ow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- - �--- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 4 RS 1 . 10 7 . 37 0 . 15 RS -0 . 66 9 . 14 0 . 07 RS 0 . 03 -0 . 14 5 RS 1 .43 7 .37 0 . 19 MS 8 . 27 8 .42 0 . 98 RS 0 . 04 1 . 86 3 .33 6 LS -1 . 10 7 .37 0 . 15 LS -0 . 66 9 . 14 0 . 07 LS 0 . 03 -0 . 14 I --___- ------ ______________________________________________ ---------------------------- R11147 II Girt Design Report 1/14/04 3 -32pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ -------------------------- GIRT: LEVEL # 1 ; SPAN # 5 GIRT �LAYOUT: Bay Girt Bay Lap Dist (ft) Girt No. Girt Id Size Width Left Right Location Brace Weight --- -------- ----- ---- ----- -------- ----- ------ 6 9Z16 11 . 63 7 . 3333 3 36 . 7 36 . 7 WIND PRESSURE : � ------------1--- GIRT ANALYSIS : ------I--SHEAR (k ) -------- --------------MOMENT (f-k ) -------------- Bay� Left Left Right Right Left Left Mid-Span Right Right Id ; Sup Lap Lap Sup Sup Lap Mom Loc Lap. Sup --- ----- I----- ----- ----- ----- ----- ----- ----- ----- ----- � 6 � 0 . 61 i -0 . 61 0 . 00 -1 . 77 5 . 81 0 . 00 i I I STRENGTH/DEFLECTION: . i ,. � � i - I/14/20�04 I •-- SwDes-B.out Page 9 t . Span ------��HEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc Ca�lc Al1ow UC Loc Calc Al1ow UC Loc UC Calc Allow ---- --- -- ----- ----• --- ------ ----- ---- --- ---- ------ ----- � 6 LS � . 61 2 . 06 0 .30 MS -1 . 77 5 .24 0 .34 LS 0 . 09 -0 . 13 1 .55 , WIND SUCTION : GIRT ANALYSIS : --------�SHEAR(k ) -------- --------------MOMENT (f-k ) -------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- � 6 -0 . 66 0 . 66 0 . 00 1 . 93 5 . 81 0 . 00 STRENGTH/DEFLECTION: Span -----�SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc Calc Al1ow UC Loc Calc Allow UC Loc UC Calc Al1ow ---- --- -��--- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 6 LS I0 . 66 2 . 06 0 . 32 MS 1 . 93 5 .24 0 .37 LS 0 . 10 0 . 14 1 . 55 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ R1114I I �- Girt Design Report 1/14/04 3 -32pm -------------- -------------------------------------------------------------- ------------------------------------------------------------------------------ -------------------------- GIRT: LEVEL # 2 ; SPAN # 1 -------------------------- GIRT LAYOUT: : Bay Girt Bay Lap Dist (ft) Girt No. Girt Id Size Width Left Right Location Brace Weight --- -------- ----- ---- ----- -------- ----- ------ , 1 9Z16 11 . 63 13 . 0000 3 36 . 7 36 . 7 WIND PRESSURE : I ---------------- � � i GIRTlANALYSIS : i i ---------SHEAR (k ) -------- --------------MOMENT (f-k ) -------------- } Bayl Left Left Right Right Left Left Mid-Span Right Right Id � Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup i � ; - I ; i _ 3/14/2004 SwDes-B.out �.�_, Page 10 , �, �: � � ' . --- ----- !---- ----- ----- ----- ----- ----- ----- ----- ----- 1 0 . 37 i -0 .37 0 . 00 -1 . 09 5 . 81 0 . 00 I � I , STRENGTH/DEFLECTION: _ ---- I Spa I - I SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) • Id, Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---j --- -�---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 LS � 0 .37 2 . 06 0 . 18 MS -1 . 09 5 .24 0 .21 LS 0 . 03 -0 . 08 1 .55 WIND SUCTION : I ----=-------- ,--- i I , GIRT �ANALYSIS�: i , ------ �-SHEAR(k ) -------- --------------MOMENT (f-k ) -------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 -0 .41 0 .41 0 . 00 1 . 19 5 . 81 0 . 00 STRENGTH/DEFLECTION: Span ---- �SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION (in) , Id ' Loc �Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow I ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 LS �0 .41 2 . 06 0 .20 MS 1 . 19 5 .24 0 .23 LS 0 . 04 0 . 09 1 .55 ------------------------------------------------------------------------------ . ------------------------------------------------------------------------------ R11147 I-_--_-----Girt Design Report----------------------1/14/04_-3�32pm ----=-------� -------------- ------------------------------------------------------------------------------ -------------------------- _ GIRT: LEVEL # 2 ; SPAN # 2 � -------------------------- GIRT LAYOUT: Bay ` Girt Bay Lap Dist (ft) Girt No. Girt Id � Size Width Left Right Location Brace Weight --- e -------- ----- ---- ----- -------- ----- ------ 1 ° 9Z16 0 . 63 13 . 0000 3 2 . 0 2 9Z16 25 . 00 1 . 88 13 . 0000 3 84 . 9 3 9Z16 9 . 63 1 . 88 13 . 0000 3 36 . 3 123 .2 WIND PRESSURE ' ---- --------I-- ,. i I - i - _ I/14/2004 ,F��--., SwDes-B. out fi,��., Page I1 f. . ; � I _ � GIRT ANALYSIS�� � � � , -------i-SHEAR�k ) -------- --------------MOMENT (f-k ) -------------- Bay Left �Left Right Right Left Left Mid-Span Right Right Id I Sup iLap Lap Sup Sup Lap Mom Loc Lap Sup --- I ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- � 1 I -0 . 96 � -1 . 00 0 . 00 0 . 30 0 .31 0 . 62 2 I 0 . 69 i -0 . 80 -0 . 92 0 . 62 -3 . 09 10 .73 1 .85 3 .46 , 3 � 0 . 67 i0 .55 0 . 05 3 .46 2 .32 0 . 98 4 . 81 0 . 00 � i STRENGTH/DEFLECTION: I I ' Span -----',SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) ' Idi Loc Calc Al1ow UC Loc Calc Al1ow UC Loc UC Calc Allow , ----j --- -;---- ----- ---- --- ------ ----- ---- --- ---- -----�- ----- 1 I RS i1 . 00 2 . 06 0 .49 RS 0 . 62 5 .24 0 . 12 RS 0 .25 0 . 07 2 � RL i0 . 80 2 . 06 0 .39 MS -3 . 09 5 .24 0 .59 RL 0 .27 -0 . 89 3 .33 , 3 LL 0 . 55 2 . 06 0 .27 LL 2 . 32 5 .24 0 .44 LL 0 .27 0 . 09 WIND SUCTION : - ---------------- GIRT ANALYSIS : --------i-SHEAR(k ) -------- --------------MOMENT (f-k ) -------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 1 . 05 i 1 . 10 0 . 00 -0 .33 0 . 31 -0 . 67 2 -0 . 76 0 . 87 1 . 00 -0 . 67 3 .38 10 . 73 -2 . 02 -3 . 78 3 -0 . 73 -0 . 60 -0 . 05 -3 . 78 -2 . 53 -1. 08 4 . 81 0 . 00 STRENGTH/DEFL CTION: _ Span -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) � Id Loc C�alc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 RS 1 . 10 2 . 06 0 . 53 RS -0 . 67 5 .24 0 . 13 RS 0 .30 -0 . 08 � 2 RL 0 . 87 2 . 06 0 .42 MS 3 . 38 4 . 90 0 . 69 RL 0 . 33 0 . 97 3 .33 3 LL -0 . 60 2 . 06 0 .29 LL -2 . 53 5 .24 0 .48 LL 0 . 32 -0 . 10 __________________________________________________________ -----�i=====-------------- R1114„I Girt Design Report 1/14/04 3 :32pm ;- -------------------------------------------------------------------- , -------------------------- GIRT: LEVEL # 2 ; SPAN # 3 � -------------------------- I/14/2004 I �, SwDes-B. out Page 12 � � :<` ,. GIRT LAYOUT: Bay Girt � Bay Lap� Dist (ft) Girt No. Girt Id ' Size � Width Left Right Location Brace Weight i --- -------- ----- ---- ----- -------- ----- ------ 3 9Z16 � 2 . 63 13 . 0000 3 8 .3 . 4 � 9Z16 i 11 . 63 13 . 0000 3 36 .7 � ------ � I 45 . 0 . I I WIND PRESSURE� i : ---------------- I � i � I , GIRT ANALYSIS� , I -------�-SHEAR(k ) -------- --------------MOMENT (f-k ) -------------- Bay � Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3 -0 .26 -0 .43 0 . 00 0 . 39 1 .31 0 . 90 4 0 .45 -0 .30 0 . 90 -0 . 69 7 . 01 0 . 00 STRENGTH/DEFL�CTION: Spa -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Al1ow i ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 3 RS �0 .43 2 . 06 0 .21 RS 0 . 90 5 .24 0 . 17 RS 0 . 07 0 . 00 0 .35 4 LS 0 .45 2 . 06 0 .22 LS 0 . 90 5 .24 0 . 17 LS 0 . 08 -0 . 04 1 .55 WIND SUCTION : GIRT ANALYSIS : ------- -SHEAR �k ) -------- --------------MOMENT (f-k ) -------------- Bay Left Left Right Right Left Left Mid-Span Right Right . Id � Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 3 ' 0 .28 0 .47 0 . 00 -0 .43 1 . 31 -0 . 98 4 � -0 . 49 0 . 32 -0 . 98 0 . 75 7 . 01 0 . 00 p STRENGTH/DEFLECTION: p �-ISHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) S an Id Loc Qalc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- - ----- ---- --- ------ ----- ---- --- ---- ------ ----- 3 RS �0 .47 2 . 06 0 .23 RS -0 . 98 5 .24 0 . 19 RS 0 . 09 0 . 00 0 . 35 4 LS -0 .49 2 . 06 0 .24 LS -0 . 98 5 .24 0 . 19 LS 0 . 0.9 0 . 04 1 . 55 i 1/14/2004 ; � , , SwDes-B.out ,_.�, Page 13 ; i �� ; i i I i ; -----i_________________________________________________________________________ ------------- - R1114�7 I Girt Design Report 1/14/04 3 :32pm ; i ----------------------------- i , j i -------------------------- � � GIRT: LEVEL # 2 ; SPAN # 4 � GIRT �LAYOUT: I Bay � Girt � Bay Lap Dist (ft) Girt No. Girt Id ' Size I ; Width Left Right Location Brace Weight --- ----- I ,- ----- ---- ----- -------- ----- ------ 4 9Z16 i 0 . 63 13 . 0000 3 2 . 0 5 � 9Z16 ! 25 . 00 13 . 0000 3 79 . 0 6 ; 9Z16 � 0 . 63 13 . 0000 3 " 2 . 0 i ------ ' I 82 . 9 ' ; � I WIND IPRESSURE : -----�---------�-- � � GIRT ANALYSI.S '� I -------I-SHEAR(k ) -------- --------------MOMENT (f-k ) -------------- Bay Left 'Left Right Right Left Left Mid-Span Right Right Id i Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- � ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 4 -1 . 12 -1 . 16 0 . 00 0 . 35 0 . 31 0 . 71 5 0 . 81 -0 . 80 0 . 71 -4 . 32 12 . 50 0 . 71 6 1 . 16 1 . 12 0 . 71 0 . 35 0 .31 0 . 00 i STRENGTH/DEFLECTION: Span -----�SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id � Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 4 RS �1 . 16 2 . 06 0 . 56 RS 0 . 71 5 .24 0 . 14 RS 0 .34 0 . 11 5 LS 0 . 81 2 . 06 0 .39 MS -4 . 32 5 .24 0 . 82 LS 0 . 17 -1 .43 3 .33 6 ° LS 1 . 16 2 . 06 0 . 56 LS 0 . 71 5 .24 0 . 14 LS 0 . 34 0 . 11 WIND SUCTION : GIRT �ANALYSIS : I I ---------SHEAR(k ) -------- --------------MOMENT (f-k ) -------------- Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup - Lap Lap Sup Sup Lap Mom Loc Lap Sup i -------- 1/14/2�004 SwDes-B.out Page 14 � 4�' �� , � -- � -i---- ----- ----- ----- ----- ----- ----- ----- ----- - I ----- 4 � 1 .23 � 1 .27 0 . 00 -0 . 39 0 .31 -0 . 78 5 ; -0 . 88 ; 0 . 88 -0 . 78 4 . 72 12 . 50 -0 . 78 6 -1 .27 j -1•.22 -0 . 78 -0 .39 0 .31 0 . 00 � � � STRENGTH/DEFLEICTION: Span� -----��SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id i Loc Cialc Allow UC Loc Calc Allow UC Loc UC Calc Allow i � ---- --- --,---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 4 RS i1 .27 2 . 06 0 . 62 RS -0 . 78 5 .24 0 . 15 RS 0 .40 -0 . 12 5 � LS 0 . 88 2 . 06 0 .43 MS 4 . 72 4 . 90 0 . 96 LS 0 .20 1 . 57 3 .33 6 LS I�1 .27 2 . 06 0 . 62 LS -0 . 78 5 .24 0 . 15 LS 0 .40 -0 . 12 � � ----- -------�'------------------ - I -----i-------,-,- _____________________________________________________________ R1114I7 � Girt Design Report 1/14/04 3 :32pm --------------'---------------------------------------------------------------- ------------------------------------------------------------------------------ ; � . i � I , I , GIRT: LEVEL # 2 ; SPAN # 5 I � -------------------------- � � GIRT LAYOUT: � I Bay Girt � Bay Lap Dist (ft) Girt No. Girt Id Size � Width Left Right Location Brace Weight i 6 9Z16 11 . 63 13 . 0000 3 36 . 7 � ------ ' 36 . 7 WIND �PRESSURE : ---------------- GIRT ANALYSIS : - I � ---------SHEAR�k ) -------- --------------MOMENT �f-k ) -------------- I Bay Left Left Right Right Left Left Mid-Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- ---- ----- ----- ----- ----- ----- ----- ----- ----- 6 0 .37 -0 .37 0 . 00 -1 . 09 5 . 81 0 . 00 STRENGTH/DEFLECTION: Span ----- �SHEAR (k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) , Id I Loc Qalc Allow UC Loc Calc Allow UC Loc UC Calc Allow ----� --- - �---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 6 ; LS 0 . 37 2 . 06 0 . 18 MS -1 . 09 5 . 24 0 .21 LS 0 . 03 -0 . 08 1 .55 �i ' _ i � ; _ 1/14/2004 � ; :�^;:�.. SwDes-B.out .-;�-, Page 15 � � � , �' _ c � � � . ' I ', I WIND � SUCTION I : ----!----------- � � � � � � . GIRTiANALYSIS :i � -------'-SHEAR(k ) -------- --------------MOMENT (f-k ) -------------- Bay � Left iLeft Right Right Left Left Mid-Span Right Right • Id ' Sup iLap Lap Sup Sup Lap Mom Loc Lap Sup --- ----- i---- ----- ----- ----- ----- ----- ----- ----- ----- 6 � -0 .41 I 0 .41 0 . 00 1 . 19 5 . 81 0 . 00 i STRENGTH/DEFLECTION: -----i Span � ;SHEAR(k ) ------ -----MOMENT (f-k ) ---- Mom+Shr DEFLECTION(in) Id � Loc Galc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- -=---- ----- ---- --- ------ ----- ---- --- ---- ------ ----- 6i LS ;0 .41 2 . 06 0 .20 MS 1 . 19 5 .24 0 .23 LS 0 . 04 0 . 09 1 . 55 , i , � ______________________________________________________________________________ R1114i7 Sidewall Jamb/Header Summary 1/14/04 3 :32pm ______________________________________________________________________________ � ------------------ � i JAMB/�HEADER LP,YOUT: Bay Member � Member Member Member Id Id i Size Length Weight --- ------ i -------- ------ ------ 1 Jamb-L 9C14 15 .33 61 . 8 1 Jamb-R 9C16 15 .33 48 . 9 1 Header � 9C16 12 . 00 38 . 3 � 3 Jamb-L 9C16 15 .33 48 . 9 3 Jamb-R I 9C16 15 . 33 48 . 9 3 � Header i 9C16 12 . 00 38 .3 4 � Jamb-L 9C14 15 .33 61 . 8 4 Jamb-R 9C16 15 . 33 48 . 9 4 Header 9C16 12 . 00 38 .3 6 Jamb-L 9C16 15 . 33 48 . 9 . 6 ; Jamb-R 9C14 15 .33 61 . 8 6 � Header 9C16 12 . 00 38 . 3 = STRENGTH/DEFLECTION: Bay � Member Ld ----Shear(k ) ---- ---Moment (f-k ) -- ---Deflect (in) -- Id Id Id Calc Al1ow UC Calc Al1ow UC Calc Allow UC 1 Jamb-L WP -1 .37 4 . 25 0 . 32 -5 . 67 7 .51 0 .76 -0 . 54 2 . 04 0 .26 WS 1 . 50 4 .25 0 . 35 6 . 20 6 .55 0 . 95 0 . 59 2 . 04 0 .29 Jamb-R WP 0 .46 2 . 06 0 . 23 1 .35 4 . 80 0 .28 0 . 12 2 . 04 0 . 06 WS -0 . 51 2 . 06 0 . 25 -1 .47 5 .27 0 .28 -0 . 13 2 . 04 0 . 06 ; Header �WP -0 . 06 2 . 06 0 . 03 -0 . 19 5 .27 0 . 04 -0 . 02 1 . 60 0 . 01 �„WS 0 . 07 2 . 06 0 . 03 0 .21 5 . 03 0 . 04 0 . 02 1 . 60 0 . 01 3 i Jamb-L ' �WP -0 . 67 2 . 06 0 . 32 -2 . 31 5 .27 0 .44 -0 . 31 2 . 04 0 . 15 � iWS 0 . 73 2 . 06 0 .35 2 . 53 4 . 80 0 .53 0 . 33 2 . 04 0 . 16 � i ; -- -pL -'- - -.._...__.... ._.._. ._. .. ._...__._._. _._ _. _...... ._........ ,.._..__.._ ---- --. ._. __._._.... _ _ ._. _...__..-----_.._. _ _...-- 1/14/2004 SwDes-B.out «-•� Page 16 Jamb-R WP 0 .48 2 . 06 0 .23 0 . 92 4 . 80 0 . 19 0 . 05 2 . 04 0 . 02 WS -0 .52 2 . 06 0 .25 -1 . 01 5 .27 0 . 19 -0 . 05 2 . 04 0 . 03 Header WP -0 . 06 2 . 06 0 . 03 -0 . 19 5 .27 0 . 04 -0 . 02 1 . 60 0 . 01 WS 0 . 07 2 .�06 0 . 03 0 .21 5 . 03 0 . 04 0 . 02 1.60 0 . 01 , 4 Jamb-L WP -1 . 14 4 .25 0 . 27 -4 . 56 7 .51 0 . 61 -0 .44 2 . 04 0 .21 WS 1 .24 4 .25 0 .29 4 . 98 6 . 55 0 . 76 0 .48 2 . 04 0 .23 � � Jamb-R WP 0 . 66 2 . 06 0 .32 2 . 01 4 . 80 0 .42 0 .20 2 . 04 0 . 10 - WS -0 . 72 2 . 06 0 . 35 -2 . 19 5 .27 0 .42 -0 .22 2 . 04 0 . 11 Header �WP -0 . 06 2 . 06 0 . 03 -0 . 19 5 .27 0 . 04 -0 . 02 1 . 60 0 . 01 �WS" 0 . 07 2 . 06 0 . 03 0 .21 5 . 03 0 . 04 0 . 02 1. 60 0 . 01 • 6 � Jamb-L WP 0 . 66 2 . 06 0 .32 2 . 01 4 . 80 0 .42 0 .20 2 . 04 0 . 10 WS -0 . 72 2 . 06 0 .35 -2 . 19 5 .27 0 .42 -0 .22 2 . 04 0 . 11 Jamb-R WP -1 . 37 4 .25 0 . 32 -5 . 67 7 .51 0 . 76 -0 .54 2 . 04 0 .26 �WS 1 .50 4 .25 0 . 35 6 .20 6 .55 0 . 95 0 .59 2 . 04 0 .29 Header �WP -0 . 06 2 . 06 0 . 03 -0 . 19 5 .27 0 . 04 -0 . 02 1.60 0 . 01 �WS 0 . 07 2 . 06 0 . 03 0 .21 5 .20 0 . 04 0 . 02 1. 60 0 . 01 � _____'___=====I________________________________________________________________ I • R1114�7 i Wall Panel Report 1/14/04 3 :32pm PANEL REACTIONS : (Back Sidwall, Bay= 1) Panel : 26 HR ; Type = HR ; Gage = 26 . 00 ; Yield = 80 , MOMENTS & DEFLECTION: ---------Moment (ft-lb/ft) --------- - Span Span LD Support Midspan ---Deflect (in) -- Id (ft) Id Calc Allow UC Calc Allow UC Calc Al1ow UC ---- ----- -- ----- ----- ---- ----- ----- ---- ----- ----- ---- 1 7 .33 WP 105 .2 139. 0 0 . 76 -86 . 3 119 . 0 0 . 73 -0 . 61 0 . 98 0 . 62 WS -114 .2 119. 0 0 . 96 93 . 7 139 . 0 0 . 67 0 . 66 0 . 98 0 . 68 2 5 . 67 WP 105 .2 139. 0 0 . 76 -20 . 9 119 . 0 0 . 18 -0 . 01 0 . 76 0 . 02 WS -114 .2 119. 0 0 . 96 22 . 7 139 . 0 0 . 16 0 . 02 0 . 76 0 . 02 3 2 . 33 WP 23 .3 139. 0 0 . 17 -4 .4 119 . 0 0 . 04 0 . 00 0 .31 0 . 00 WS -25 .3 119. 0 0 .21 4 . 8 139 . 0 0 . 03 0 . 00 0 .31 0 . 00 � ------------------------------------------------------------------------------ • ------------- --------------------------------------------------------------- R1114,7 � Weight Summary 1/14/04 3 :32pm Girts = 703 . 56 Frame Openings = 582 . 91 1286 .47 R11147 Sidewall Design Warning Report 1/14/04 3 :32pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ i ' 1/I4/�004 ��,•. SwDes-B.out ,,.c. Page 17 G 4. � I � I � . . No Warnings � • i � � ; i ! I ; . I � I � ; I i i � ! i i I i i I � ' i � ( I � . I i I I I . I I I � i I I �__ �_ I 1/14/2004 r,�:�- EwDes-L.out Page 1 . � �'� ' *____�------------------------------------------------- - - -- -------------------------------------------------------------- *R11147 � Endwall Design Input Echo 1/14/04 3 :32pm *_______________________________________________________________________ * (1) JOBID: (Ma i: 60 char) : 'R11147 ' i i * (2) PROGRAM OPTIONS : _ ' : * EW I Run � Run Run Run No Des Lap * Id Col/Raf Girt Brace Panel Cycles Stiff 'L' 'Y' 'Y' 'Y' 'Y' 4 0 . 50 * (3)DESIGN COD i: * � *Design ---Steel Code--- ---Build--- Seismic * Code Cold i Hot Country Code Year Zone 'WS 'i 'AISI96 ' 'AISC89 ' ' ---- ' 'FBC ' ' 01 ' ' - ' � * (4)DESIGN CONSTANTS : Wind * ---�----- �--Steel Yield(ksi ) -------------- ---Stress Ratio--- Strength * Web Flg C�Sec W-Sec R-Sec U-Sec EP Panel Col/Raf Girt Panel Factor 50 . 0 50 . 0 55 . 0 50 . 0 36. 0 36 . 0 50 . 0 80 . 0 1 . 03 1 . 03 1. 03 1 . 0000 * (5)DEFLECTION LIMITS : * ---�-Rafter-�--- ---Girt--- --Panel--- Part Wind * Live Wind Total Column Wall Facia Wall Facia Wall Bent 180 . 180 . � 0 . 180 . 90 . 0 . 90 . 0 . 90 . 100 . * (6) REPORTS : * Input Collimn Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace � I � �y� �Y� �Y� �Y� �y� * (7) BUILDING TYPE: * Buil�d Blu� �ild Build Expand_EW * Type Wlidth Length Use Offset ' FF- ' 40 .�0000 150 . 0000 'N ' 0 . 00 , * (8) SURFACE S�PE: * No. X-Coord Y-Coord Offset * Su If (�t) (ft) (in) 4 0 . 0000 16 . 0000 9 . 000 20 . 0�000 19 .3333 9 . 000 � 40 . 0�000 16 . 0000 9 . 000 40 . 0�000 0 . 0000 9 . 000 * (9) BA!Y S PAC ING: * Ro�of Frame I Sets_Of Bay No. * Ba�y Recess � Bays Width Bays 25 . 0000 0 .�3,333 3 13 . 0000 1 � 14 . 0000 1 � 13 . 0000 1 i i i - II � 1/14/2004 ;,�- EwDes-L.ou� ,� Page 2� � ;"� � � * {1 p} FR:AMED QPENINGS: '� * No: Bay (7pen Open Open Open. Sill Base Set Member Remove * Open Id Wzdth Height �ff�et Type Height Elev Depth Select Panels 0 � � ' ' I ' * (11} p�,RTIAL Tn�ALLS : * Set �Of Base� Full --Bay Id-- Wall ; * Bays Type Load Start End Heigh�. 0 I ; * (12) COLUMNS : * --Left �orner-- -Right_Carner-- -Int Faeia-- Int No Facia Max UnBr Ba�e * Type Rat Depth Type Rot Depth Type Dep�h Type Depth Same Length Elev * (,zn) {in} {in) {in) nep (�t) (in) � cDw � � � - � oi! oo �cDw � � - � o . oa �cnw � o . 00 �cDw � o . 00 �N� 30 . 000 0 . 000 , * (x 3) eaLur� s z�zE: * Set iNo. Column. * Member Ca�lumn Size 'N' � * (14) RAFTERS : � * Rafter Se� Rafter Flange * Select Depth Same Brace. � 'DW � ' 0 . 40Q �Yi ��ri * (�.5) RAFTERS S T ZE: * Set No. Ra�ter * Member Ra�fter Size 'N' * (l6� RAFTER SP�ZICES: * Surf No�: Spli.ce Splice * Iid Splice Loc. Type 2 0 � i3 1 0 . 0000 'M ' � * {17} E�NUWALL G �RTS: * Girtl Flange 5et Set Max Girt To One Girt Max Unbr * Type� Brace Depth I.,ap Space Rafter DepthjBay Lezagth 'ZF 'i 'Y' 9 . 000 0 . 0000 7 .3333 'Y' 'Y' 13 . 0000 � , * t18)ENDWALL G �RTS LOCATION: (Max: 20 gir�s} * �et Na. Girt * Loc � Gir�s S�oca�3on ' P ' 2 � . 3333 13 . 0000 - * (1.9) SPECIAL G RT: * �ets� Of --Bay Td-- Girt Girt Girt * Gir'ts Start End Height Type Ratate p ii i * (2 0) R�OOF PURL�INS : * Su�rf Peak� ! Purl Na. Su�-f * I',d Space Space Purl in. Ext � a. s3�� 4 . s�1. 4 0 . 000 ' i , ; , - . � ° 1/14/2004 r-� EwDes�-L.out Page 3 , ��`. 3 0 . 833 4 . 861 4 0 . 000 * (21) PANELS : * Wall • * Panel '26 HR ' : * (22)WIND FR�MING SELECTION�_-- Order Of Selection- * Panel Diagonal Wind Wind * ' ; Shear Bracing Bent Column �Y� �Y� � �N� �N� i * (23) WALL BRACING: * Wind Brace No. Bays Specified * Shear Type Specified Bays_For_Bracing 75 . 0 ' CR' 0 I I * (24)WIND BEN �S : * --Member-- No Of * Type Depth Bays Bay Id ' - ' 0 . 00 0 * (25)WIND COLUNII�TS : * --Member-- No Of Left/ * Type Depth Bays Bay_Id Right ' - ' 0 . 00 0 * (26)WALL BRACING ATTACHMENT *No Of Attacla --Bay_Id-- No Of *Attach Id � Start End Level Level Height 0 � * (2 7) EAVE EXTENS I ON: * *Wall No Of E t -Bay Id-- -Edge Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 4 0 * (2 8) GANOPY: ' * *WalllNo Of E �t -Bay_Id-- -Edge_Extend- Ext *Id Ext I� Start End Height Width Slope Left Right Mount 1 0 2 0 4 � 0 * (29) FACIA/PARAPET . * *Wall #Of Ext �'ac Bay_Id ----Attach Beam--- ---Facia/Parapet--- Edge_Extend Ext * Id iExt Id iI'yp St End Height Width Slope Elev Height Slope Left Right Mnt * (C,E) (ft) (ft) ? : 12 (ft) (ft) ? :12 (ft) (ft) 1 I 0 j 2 0 I � 4 0 I I � 1/14/2004 � - EwDes-L.out � Page 4 �. r.:" . � ; . * (30) FACIA/PARAPET GIRTS : , � *Ext --Top-- - --Interior- ---Back Panel--- Angle *Id IType Rotate Type Rotate� Part Rotate Spacing * (31)LOADS FOR EAVE EXTENSION, CANOPY, FACIA, AND PARAPET: * * *Ext I Ext_Beam Facia/Parapet Facia/Parapet_Girt *Id Dead Collat Live Press Suct Press Suct Press Suct . * (32)BASIC LO � �S : * Dead Collat Live Snow Basic Wind Load Ratio * Load Load Load Load Wind Deflect Factor 2 .2� O . Oi 20 . 0 0 . 0 18 .4 1 . 00 1 . 00 * (33) BASIC LOA�DS AT EAVE: * Seis Coeff Seis Load Torsion Forces * Frame Brace Frame Brace Wind Seismic 0 . 00�00 0 . 000�0 0 . 00 0 . 00 0 . 00 0 . 00 * (34)WIND PRES�URE/SUCTION: * * Wi�nd Wind * Press Suct 1�6 .1 -�17 . 6 . . Column 16 . 1 -�7 . 6 . . Girt/Header 16. 1 -�7 . 6 . . Jamb 19. 9 -2�1 . 6 . . Panel 24 . 0 -2�4 . 0 . . Parapet Girt * (35)IIND COEFFICIENTS : * Surf Rafter Wind 1 Rafter Wind 2 Bracing_Wind Long Surface * I I Left Right Left Right Left Right Wind Friction 1 0 . 00 0 . 00 0 . 00 0 . 00 0 .32 -0 . 56 0 . 00 0 . 00 2 -0 . 98 -0 . 63 -0 . 62 -0 .27 -0 . 98 -0 . 63 -0 . 95 0 . 00 3 -0 . 63 -0 . 98 -0 .27 -0 . 62 -0 . 63 -0 . 98 -0 . 95 0 . 00 4, 0 . 00 0 . 00 0 . 00 0 . 00 -0 .56 0 .32 0 . 00 0 . 00 * (36) COLUMN & BRACING DESIGN LOADS : * �*Load Snow/ Rafter Wind Brace Wind Long Column Wind I Aux Load *No Id Dead C 11 Live Left Right Left Right Wind Press Suct Seis � Id Coef 12 1 1 . 00 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 2 1 . 00 1 . 00 0 . 75 0 . 00 a . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 0 . 00 3 1 . 00 1 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0 . 75 0 . 00 0 0 . 00 4 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 1. 00 0 . 00 0 . 00 0 0 . 00 5 0 . 60 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 6 0 . 60 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 7 1 . 00 1 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 05 0 0 . 00 8 1 . 00 1�. 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 -1 . 05 0 0 . 00 9 0 . 60 0 .�60 0 . 00 0 . 00 0 . 00 0 . 00 0 ..00 0 . 00 0 . 00 0 . 00 1 . 00 0 0 . 00 10 0 . 60 0 .�60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 -1 . 00 0 0 . 00 11 1 . 00 1 .i00 0 _ 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 1 . 00 12 1 . 00 1 .;00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1 . 00 � - I i - ! - -------= I 1/14/2004 ,�-, EwDes-L.out Page 5 i .. ',F , il * (37) COLUMI�T & BRACING DESIGN LOADS: Deflection � * *Load Snow/ Rafter Wind Brace Wind Long Column Wind � Aux Load *No Id Dead C�oll Live Left Right Left Right Wind Press Suct Seis � Id Coef '' : 0 * (38)RAFTER DESIGN LOADS : * , �* No. Load Snow/ Rafter Wind 1 Rafter Wind 2 � Aux Load � *Load Id Dead Collat Live Left Right Left Right Seis � Id Coef � 11 1 1 . 00 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 � i 2 0 . 60 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 3 0 . 60 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 i 4 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 0 . 00 ' � � 5 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 , i 6 1 . 00 1. 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 1 . 00 � 7 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1 . 00 . i 8 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 2 . 00 9 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 2 . 00 10 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 5 2 . 00 11 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 6 2 . 00 I * I (39) RAFTER DESIGN LOADS : Deflection * * No. Load Snow/ Rafter Wind 1 Rafter Wind 2 I Aux Load � *Load Id Deld Collat Live Left Right Left Right Seis � Id Coef 0 * (40)AUXILIARY LOADS : (Max: 80 loads, 20 comb/load) * No. Aux Aux No. Add Add Load � * Aux Id Name Combs Id Coef 6 � 1 'E1tTNB LL 1 ' 2 1 0 . 00 2 1 . 50 2 'EliJNB LL 2 ' 2 1 1 . 50 2 0 . 00 3 'ElUNB LL 3 ' 3 3 0 . 50 4 0 .50 5 0 .50 4 'ElUNB LL 4 ' 3 4 0 .50 5 0 .50 � 6 0 .50 5 'E1UNB LL 5 ' 2 3 0 . 50 6 0 . 50 6 'EliTNB LL 6 ' 2 4 0 .50 5 0 . 50 I � � i * (41)ADDITIONAL LOADS : * No. Add Surf Basic Load � FX FY M X Y -Conc. I 1/14/2004 �r.-��. Eti,iDes-L.out , Page 6 ,� .. * Add Id Id Load Type I Wl W2 Co DLl DL2 -Unif. � 10 1 2 ' ------ ' 'D ' 0 . 00 0 . 00 0 . 17 0 . 00 20 .28 � 2 3 ' ------ ' 'D ' 0 . 00 0 . 00 -0 . 17 0 . 00 20 .28 ' 3 2 ' ------ ' 'D -' -0 .25 -0 .25 0 . 17 0 . 00 13 . 18 4 2 ' ------ ' 'D ' -0 .25 -0 .25 0 . 17 13 . 18 20 .28 5 3 ' ------ ' 'D ' -0 .25 -0 .25 -0 . 17 0 . 00 7 . 10 6 3 ' ------ ' 'D ' -0 .25 -0 .25 -0 . 17 7 . 10 20 .28 , 7 2 'WINDLI ' 'D ' -0 . 16 -0 . 16 0 . 00 20 . 00 20 .28 �i � 8 2 'WINDL2 ' 'D ' -0 . 16 -0 . 16 0 . 00 20 . 00 20 .28 I � 9 3 'WINDRI ' 'D ' -0 . 16 -0 . 16 0 . 00 0 . 00 0 .28 I , ' � 10 3 'WINDR2 ' 'D ' -0 . 16 -0 . 16 0 . 00 0 . 00 0 .28 ; * (42) GIRT LAPS I * � * � Data ------Set 1------- ------Set 2------- ------Set 3------- � Opt Sets Left Right Quan Left Right Quan Left Right Quan � _ � I p , � � , * (43) GIRT STRAPS : ' * i * Data --�Set 1--- ---Set 2--- ---Set 3--- ---Set 4--- *Opt �Sets St� �ap Quan Strap Quan Strap Quan Strap Quan � _ � � I o � * Code file used was C:\MBS\CODE\EV�T FBC. Ol ' ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ R11147 Endwall Design Code 1/14/04 3 :32pm , __________________________________________ ------ I ____________________________---------------- � i STRUCTURAL CODE: �Design Basis - WS iHot Roll�ed Steel - AISC89 Cold Fortlied Steel - AISI96 BUILDING CODE : IWind Cod�e - FBC IYear - 01 Seismic Zone - - � R11147 Column & Rafter Design 1/14/04 3 :32pm MEMBER SIZES : Me�mber Me er Member ---Web Size-- -Flange Size- Member Member Id Lo�cate Size Depth Thick Width Thick Length Weight Cdl-1 0 . 8 8C14 8 . 00 14ga 3 . 00 14ga 14 . 7 55 . 5 Col-2 13 . 0 8D14 8 . 00 14ga � 6 . 00 14ga 16 . 7 126 .4 � Col-3 27 . 0 8D14 . 8 . 00 14ga 6 . 00 14ga 16 . 7 126 .4 Col-4 39 .3 8C14 5 . 00 14ga 3 . 00 14ga 14 . 7 55 . 5 Ra�f-1 8D14 8 . 00 14ga 6 . 00 14ga 20 . 3 153 .2 1/14/2004 r_ , EwDes-L.out Page 7 :- , , Raf-2 8D14 8 . 00 14ga 6 . 00 14ga 20 .3 153 .2 Total= 670 . 14 DESIGN ACTIONS/STRESSES : (C/D/Z-Section) ; - Axial (k ) - -- Shear (k ) - Moment (f-k ) Mem Load Design Allow Design Allow Design Allow Id Id Load Load Load Load Load Load I � -=--- ---I- ------ ------ ------ ------ ------ ------ • Col-1 1J 1. 60 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-1 2� 0 .33 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-1 3� 0 . 65 12 .59 0 . 00 4 . 82 0 . 00 5 .58 Col-1 4 -1 . 12 36 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-1 5 -1 . 13 36 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-1 6 -0 . 70 36 . 59 0 . 00 4 . 82 0 . 00 5 .58 � Col-1 7I 1 .26 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-1 8 1 .26 12 . 59 0 . 00 4 .82 0 . 00 5 .58 Col-1 9� 0 . 15 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-1 l0l 0 . 15 12 . 59 0 . 00 4 .82 0 . 00 5 .58 Col-1 11� 0 .25 12 . 59 0 . 00 4 . 82 0 . 00 5.58 Col-1 12� 0 .25 12�. 59 0 . 00 4 . 82 0 . 00 5 .58 Col-2 1� 4 .37 39 . 95 0 . 00 9. 64 0 . 00 13 .42 Col-2 2 1 . 01 39 . 95 -1 .45 9. 64 6 . 06 13 .42 Col-2 3 1 . 81 39 . 95 -1 .45 9. 64 6 . 06 13 .42 Col-2 4 -2 . 88 73 . 18 1 . 77 9 . 64 -7 . 39 13 .42 Col-2 5II -2 . 92 73 . 18 -1 . 93 9. 64 8 . 08 13 .42 Col-2 6� -1 . 85 73 . 18 -1 . 93 9 . 64 8 . 08 13 .42 Col-2 7 3 .44 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-2 8 3 .44 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-2 9I 0 . 39 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-2 10 0 .39 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-2 11 0 . 6.5 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-2 12 0 . 65 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-3 1 4 .37 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-3 2 1. 81 39 . 95 -1 .45 9 . 64 6 . 06 13 .42 Col-3 3 1. 01 39 . 95 -1 .45 9 . 64 6 . 06 13 .42 Col-3 4 -2 . 88 73 . 18 1 . 77 9 . 64 -7.39 13 .42 Col-3 5 -1 . 85 73 . 18 -1 . 93 9 . 64 8 . 08 13 .42 Col-3 6 -2 . 92 73 . 18 -1 . 93 9 . 64 8 . 08 13 .42 � Col-3 7 3 .44 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-3 8 3 .44 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-3 9 0 .39 39 . 95 0 . 00 9. 64 0 . 00 13 .42 . Col-3 10 0 .39 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-3 11 0 . 65 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-3 12 0 . 65 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-4 1 1 . 60 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-4 2 0 . 65 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-4 3 0 .33 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-4 4 -1 . 12 36 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-4 5� -0 . 70 36 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-4 6' i -1 . 13 36 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-4 7i � 1 .26 12 .59 0 . 00 4 . 82 0 . 00 5 .58 � Col-4 81 1 .26 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-4 9�1 0 . 15 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-4 10� ; 0 . 15 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 • i i I � '--- :Z/14/2004 j ;---� EwDes-L. out Page 8 � �'`, , Col-4 11 0 .25 12-.59 0 . 00 4 . 82 0 . 00 5 . 58 Col-4 12 0 .25 12 . 59 0 . 00 4 : 82 0 . 00 5 . 58 Raf-1 � 0 .34 42 . 99 -2 . 15 9 . 64 5 . 05 13 . 87 Raf-1 2 -0 .47 73 . 18 1 . 55 9 . 64 -3 . 35 13 . 87 Raf-1 3 -0 .49 73 . 18 0 . 95 9 . 64 -2 . 17 13 . 87 Raf-1 � 0 . 15 45.. 61 0 . 92 9 . 64 -1 . 95 13 . 87 Raf-1 5 -0 .21 73 . 18 0 . 32 9 . 64 -0 . 77 13 . 87 Raf-1 6 0 . 04 42 . 99 -0 . 27 9 . 64 0 . 63 13 . 87 � Raf-1 7 0 . 04 42 . 99 -0 . 27 9 . 64 0 . 63 13 . 87 Raf-1 8 0 . 38 42 . 99 2 . 27 9 . 64 5 . 76 13 . 87 Raf-1 9 0 . 30 42 . 99 1 . 81 9 . 64 -3 .20 13 . 87 Raf-1 10 0 .26 45 . 61 -1 . 96 9 . 64 -4 .33 13 . 87 Raf-1 1�� 0 .34 42 . 99 2 . 03 9 . 64 -4 . 08 13 . 87 Raf-2 � 0 .34 42 .99 2 . 15 9 . 64 5 . 05 13 . 87 Raf-2 2 -0 .49 73 .18 -0 . 95 9 . 64 -2 . 17 13 . 87 Raf-2 3 � -0 .48 73 . 18 -1 .55 9 . 64 -3 .35 13 . 87 Raf-2 4 -0 .21 73 . 18 -0 . 32 9 . 64 -0 . 77 13 . 87 Raf-2 51 0 . 15 45 . 61 -0 . 92 9 . 64 -1 . 95 13 . 87 Raf-2 6� 0 . 04 42 . 99 0 .27 9 . 64 0 . 63 13 . 87 Raf-2 7 0 . 04 42 . 99 0 .27 9 . 64 0 . 63 13 . 87 Raf-2 8 0 .30 42 . 99 -1 . 81 9 . 64 -3 .20 13 . 87 � Raf-2 9 0 .38 42 . 99 -2 .27 9 . 64 5 . 76 13 . 87 Raf-2 10 0 .26 45 . 61 1 . 96 9 . 64 -4 .33 13 . 87 Raf-2 l� 0 . 34 42 . 99 -2 . 03 9 . 64 -4 . 08 13 . 87 STRESS RAT �O: . � Mem Load Id Idi Axial Shear Moment Axl+Mom Shr+Mom ----- ---- ----- ----- ------ ------- ------- Col-1 � 0 . 13 0 . 00 0 . 00 0 . 13 Col-1 2 0 . 03 0 . 00 0 . 00 0 . 03 Col-1 3� 0 . 05 0 . 00 0 . 00 0 . 05 Col-1 � 0 . 03 0 . 00 0 . 00 0 . 00 Col-1 5 0 . 03 0 . 00 0 . 00 0 . 00 Col-1 6 0 . 02 0 . 00 0 . 00 0 . 00 Col-1 7 0 . 10 0 . 00 0 . 00 0 . 10 Col-1 8 0 . 10 0 . 00 0 . 00 0 . 10 Col-1 9 C . Ol 0 . 00 0 . 00 0 . 01 Col-1 10 0 . 01 0 . 00 0 . 00 0 . 01 � Col-1 1� 0 . 02 0 . 00 0 . 00 0 . 02 Col-1 12 0 . 02 0 . 00 0 . 00 0 . 02 Col-2 � 0 . 11 0 . 00 0 . 00 0 . 11 Col-2 � 0 . 03 0 . 15 0 .45 0 .48 0 . 02 Col-2 3 0 . 05 0 . 15 0 .45 0 . 50 0 . 02 Col-2 0 . 04 0 . 18 0 . 55 0 . 55 0 . 03 Col-2 J 0 . 04 0 .20 0 . 60 0 . 60 0 . 04 Col-2 6 0 . 03 0 .20 0 . 60 0 . 60 0 . 04 Col-2 � 0 . 09 0 . 00 0 . 00 0 . 09 Col-2 8 0 . 09 0 . 00 0 . 00 0 . 09 Col-2 9 0 . 01 0 . 00 0 . 00 0 . 01 Col-2 10 0 . 01 0 . 00 0 . 00 0 . 01 Col-2 1� 1 � . �2 � . 0� 0 . �� � . �2 ` Col-2 12.� 0 . 02 0 . 00 0 . 00 0 . 02 Col-3 � 0 . 11 0 . 00 0 . 00 0 . 11 Col-3 2 0 . 05 0 . 15 0 .45 0 . 50 0 . 02 1/1.4/2004 i ,-�•• EwDes-L. out ,._ Page 9 ��� . Col-3 3 0 . 03 0 . 15 0 .45 0 .48 0 . 02 Col-3 4 0 . 04 0 . 18 0 . 55 0 . 55 0 . 03 Co�l-3 5 0 . 03 0 .20 0 . 60 0 . 60 0 . 04 Co�l-3 6 0 . 04 0 .2D 0 . 60 0 . 60 0 . 04 I Co�l-3 7 0 . 09 0 . 00 0 . 00 0 . 09 , Col-3 8 0 . 09 0 . 00 0 . 00 0 . 09 Co�l-3 9 0 . 01 0 . 00 0 . 00 0 . 01 Col-3 10 0 . 01 0 . 00 0 . 00 0 . 01 � Col-3 11 0 . 02 0 . 00 0 . 00 0 . 02 Col-3 12 0 . 02 0 . 00 0 . 00 0 . 02 Col-4 1 0 . 13 0 . 00 0 . 00 0 . 13 'i � Co�1-4 2 0 . 05 0 . 00 0 . 00 0 . 05 ' Col-4 3 0 . 03 0 . 00 0 . 00 0 . 03 Col-4 4 0 . 03 0 . 00 0 . 00 0 . 00 Col-4 5i 0 . 02 0 . 00 0 . 00 0 . 00 Col-4 6 0 . 03 0 . 00 0 . 00 0 . 00 Col-4 7 0 . 10 0 . 00 0 . 00 0 . 10 Col-4 8 0 . 10 0 . 00 0 . 00 0 . 10 Col-4 9 0 . 01 0 . 00 0 . 00 0 . 01 Co�l-4 10 0 . 01 0 . 00 0 . 00 0 . 01 Co�l-4 11 0 . 02 0 . 00 0 . 00 0 . 02 Col-4 12 � 0 . 02 0 . 00 0 . 00 0 . 02 R�f-1 1 0 . 01 0 .22 0 .36 0 .36 0 . 18 _ Raf-1 2 0 . 01 0 . 16 0 .24 0 .24 0 . 08 Raf-1 3 0 . 01 0 . 10 0 . 16 0 . 16 0 . 03 R�f-1 4 0 . 00 0 . 10 0 . 14 0 . 14 0 . 03 Raf-1 5 0 . 00 0 . 03 0 . 06 0 . 06 0 . 00 R�f-1 6 0 . 00 0 . 03 0 . 05 0 . 05 0 . 00 R�f-1 7 0 . 00 0 . 03 0 . 05 0 . 05 0 . 00 Raf-1 8 0 . 01 0 .24 0 .42 0 .42 0 .23 Raf-1 9 0 . 01 0 . 19 0 .23 0 .23 0 . 07 Raf-1 10 0 . 01 0 .20 0 .31 0 .31 0 . 07 R�f-1 11 0 . 01 0 .21 0 .29 0 .25 0 . 10 Raf-2 1 0 . 01 0 .22 0 .36 0 .36 0 . 18 Raf-2 2 0 . 01 0 . 10 0 . 16 0 . 16 0 . 03 i R�f-2 3 0 . 01 0 . 16 0 .24 0 .24 0 . 08 Raf-2 4 0 . 00 0 . 03 0 . 06 0 . 06 0 . 00 Raf-2 5 0 . 00 0 . 10 0 . 14 0 . 14 0 . 03 Raf-2 6 0 . 00 0 . 03 0 . 05 0 . 05 0 . 00 Raf-2 7 0 . 00 0 . 03 0 . 05 0 . 05 0 . 00 Raf-2 8 0 . 01 0 . 19 0 .23 0 .23 0 . 07 � Raf-2 9 0 . 01 0 .24 0 .42 0 .42 0 .23 Raf-2 10 0 . 01 0 .20 0 . 31 0 .31 0 . 07 Raf-2 11 0 . 01 0 .21 0 . 29 0 .25 0 . 10 : � MEMB�R DEFLEC�IONS/COLUMN REACTIONS : Mem Loa'�I3 Deflection (in) Reaction (k ) Id Id! Calc Al1ow Horz (OP) Vert Horz (IP) ----- ---- ------ ------ ------- ----- ------- Col-1 1 0 . 00 0 . 98 0 . 00 1 . 60 0 . 00 Col-1 2i 0 . 00 0 . 98 0 . 00 0 . 33 0 . 00 Col-1 3 � 0 . 00 0 . 98 0 . 00 0 . 65 0 . 00 Col-1 4 0 . 00 0 . 98 0 . 00 -1 . 09 0 . 00 Col-1 5 ! 0 . 00 0 . 98 0 . 00 -1 . 09 0 . 00 Col-1 6i 0 . 00 0 . 98 0 . 00 -0 . 67 0 . 00 I I I i I i i, ------ 1/14/2004 �•�� EwDes-L. out Page 10 � r ��.� Col-1 7 0 . 00 0 . 98 0 . 00 1 .26 0 . 00 Col-1 8 0 . 00 0 . 98 0 . 00 1 .26 0 . 00 Col-1 9 0 . 00 0 . 98 0 . 00 0 . 15 0 . 00 Col-1 10 0 . 00 0 . 98 0 . 00 0 . 15 0 . 00 Col-1 11 0 . 00 0 . 98 0 . 00 0 .25 0 . 00 Col-1 12 0 . 00 0 . 98 0 . 00 0 .25 0 . 00 Col-2 1 0 . 00 1 . 12 0 . 00 4 .37 0 . 00 Col-2 2 0 .48 1 . 12 1 .45 1 . 01 0 . 00 � Col-2 3 0 .48 1 . 12 1 .45 1 . 81 0 . 00 Col-2 4 -0 .59 1 . 12 -1 .77 -2 . 80 0 . 00 Col-2 5 0 . 64 1 . 12 1 . 93 -2 . 85 0 . 00 Col-2 6I 0 . 64 1 . 12 1 . 93 -1 . 78 0 . 00 Col-2 7 0 . 00 1 . 12 0 . 00 3 .44 0 . 00 Col-2 8 0 . 00 1 . 12 0 . 00 3 .44 0 . 00 I Col-2 9 0 . 00 1 . 12 0 . 00 0 .39 0 . 00 , Col-2 10 0 . 00 1 . 12 0 . 00 0 .39 0 . 00 Col-2 11 0 . 00 1 . 12 0 . 00 0 . 65 0 . 00 Col-2 12 0 . 00 1 . 12 0 . 00 0 . 65 0 . 00 ' Col-3 1 0 . 00 1 . 12 0 . 00 4 .37 0 . 00 Col-3 2 0 .48 1 . 12 1 .45 1 . 81 0 . 00 Col-3 3 0 .48 - 1 . 12 1 .45 1 . 01 0 . 00 Col-3 4 -0 . 59 1 . 12 -1 . 77 -2 . 80 0 . 00 Col-3 5I 0 . 64- 1 . 12 1 . 93 -1 . 78 0 . 00 Col-3 6i 0 . 64 1.. 12 1 .93 -2 . 85 0 . 00 Col-3 7I 0 . 00 1 . 12 0 . 00 3 .44 0 . 00 Col-3 8 0 . 00 1 . 12 0 . 00 3 .44 0 . 00 Col-3 9i 0 . 00 1 . 12 0 . 00 0 . 39 0 . 00 Col-3 10 0 . 00 1 . 12 0 . 00 0 .39 0 . 00 Col-3 1� 0 . 00 1 . 12 0 . 00 0 . 65 0 . 00 Col-3 12� 0 . 00 1 . 12 0 . 00 0 . 65 0 . 00 Col-4 � 0 . 00 0 . 98 0 . 00 1 . 60 0 . 00 Col-4 2� 0 . 00 0 . 98 0 . 00 0 . 65 0 . 00 Col-4 3� 0 . 00 0 . 98 0 . 00 0 . 33 0 . 00 Col-4 � 0 . 00 0 . 98 0 . 00 -1 . 09 0 . 00 Col-4 � 0 . 00 0 . 98 0 . 00 -0 . 67 0 . 00 Col-4 6J 0 . 00 0 . 98 0 . 00 -1 . 09 0 . 00 Col-4 I 0 . 00 0 . 98 0 . 00 1 .26 0 . 00 Col-4 S 0 . 00 0 . 98 0 . 00 1 .26 0 . 00 Col-4 9 0 . 00 0 . 98 0 . 00 0 . 15 0 . 00 Col-4 10 0 . 00 0 . 98 0 . 00 0 . 15 0 . 00 Col-4 11� 0 . 00 0 . 98 0 . 00 0 .25 0 . 00 Col-4 12 0 . 00 0 . 98 0 . 00 0 .25 0 . 00 Raf-1 1� -0 . 10 0 . 87 Raf-1 2 0 . 08 0 . 87 � Raf-1 3� 0 . 05 0 . 87 Raf-1 0 . 05 0 . 87 Raf-1 0 . 01 0 . 87 Raf-1 6 -0 . 01 0 . 87 Raf-1 � -0 . 01 0 . 87 Raf-1 8 -0 . 13 0 . 93 Raf-1 9 � -0 . 13 0 . 93 Raf-1 l0l -0 . 17 0 . 87 Raf-1 1�� -0 . 19 0 . 93 Raf-2 �� -0 . 10 0 . 87 Raf-2 2I 0 . 05 0 . 87 Raf-2 3 � 0 . 08 0 . 87 Raf-2 4i 0 . 01 0 . 87 i I. � - 1/I4/2004 f�••� , EwDes-L.out _ Page I1 � r" Raf-2 5 0 . 05 0 . 87 Raf-2 6 -0 . 01 0 . 87 R�f-2 7 -0 . 01 0 . 87 R�f-2 8 -0 . 13 �0 . 93 R�f-2 9 -0 . 13 0 . 93 R�f-2 10 -0 . 17 0 . 87 R�f-2 11 -0 . 19 0 . 93 , ____�_________________________________________________________________________ ' . R1114i7 Rafter Splice Report____________________1/14/04--3�32pm _________________________________________ ------------------------------------------ i ; Spli!ce -Surface- ---Plate--- ---Design_Load--- ----Bolts (A325 ) ---- ' Id Typ Id Llocate Width Thick Id Axl Shr Mom Row Diam Space Gage ' -- -�-- -- -�---- ----- ----- -- ----- ----- ----- --- ----- ----- ---- ; 1 IM 3 0 . 0 6 . 0 0 . 375 10 0 . 0 0 . 0 1 . 5 2 0 . 500 3 . 00 3 . 00 , 11 0 . 0 0 . 0 -4 . 1 2 0 . 500 3 . 00 3 . 00 ______________________________________________________________________________ R111i7 Base Plate & Anchor Bolt Design -______1/14/04__3�32pm Column Base Max Reactions (k ) --Plate Size (in) -- -Bolts (A307 ) - �, ; Id Dept Comp Tens Shear Width Length Thick Row Diam Gage � ---=- ----- ----- ----- ----- ----- ------ ----- --- ----- ---- col-�l a . o 1 . 6 -1 . 1 0 . 0 , Coli2 8 . 0 4 .4 -2 . 8 1 . 9 Col 3 8 . 0 4 .4 -2 . 8 1 . 9 Co1-�4 8 . 0 1 . 6 -1 . 1 0 . 0 R111 �7 Flush Girt Design Report 1/14/04 3 :32pm -------------------------------------------------------------------- __________________ __________________________________________ GIRT LOCATION� Bay No. G�irt Id � Id Girt 1 2 1 2 7 . 333 13 . 000 _ 2 " 2 7 . 333 13 . 000 3 2 7 . 333 13 . 000 GIRT 'SPAN: Bay No. irt Id Id Girt 1 2 --- ---- -------- -------- 1 2 � 11 . 542 11 . 542 2 2 � 13 .292 13 .292 3 2 11 .542 11 . 542 GIRT SIZE: I Bay No. Girt Id I � I � . 1/14/2004 f�°� EwDes-L.out Page 12 ; � , � � Id Girt 1 2 --- � ---- --�------ -------- 1 2 9Z�16 9Z16 2 2 9Z16 9Z16 � , � 3 2 9Z�16 9Z16 GIRT ACTIONS : Bay Girt Ld --Shear(k ) --- � --Moment (f-k ) -- ---Deflect (in) -- � Id iId Id Calc Al1ow UC Calc Allow UC Calc Allow UC --- ---- -- ----- ----- ---- ----- ----- ---- ----- ----- ---- , 1 1 WP -0 . 60 2 . 06 0 .29 -1 . 74 5 .24 0 . 33 -0 . 13 1 . 54 0 . 08 WS 0 . 66 2 . 06 0 .32 1 . 90 2 . 76 0 . 69 0 . 14 1 .54 0 . 09 1 i 2 WP I-0 .50 2 . 06 0 .24 -1 .45 5 .24 0 .28 -0 . 11 1 . 54 0 . 07 � I WS 0 .55 2 . 06 0 .27 1 . 58 2 . 76 0 . 57 0 . 12 1 .54 0 . 08 ; I � 2 i 1 WP I-0 . 70 2 . 06 0 .34 -2 .31 5 .24 0 .44 -0 .22 1 . 77 0 . 13 , , WS j 0 . 76 2 . 06 0 .37 2 . 53 4 . 81 0 . 53 0 .24 1 . 77 0 . 14 2 2 WP -0 . 64 2 . 06 0 .31 -2 . 13 5 .24 0 .41 -0 .21 1 . 77 0 . 12 i WS 0 . 70 2 . 06 0 .34 2 .33 4 . 81 0 .48 0 .23 1 . 77 0 . 13 � 3 1 WP I-0 . 60 2 . 06 0 .29 -1 . 74 5 .24 0 . 33 -0 . 13 1 .54 0 . 08 WS 0 . 66 2 . 06 0 .32 1 . 90 2 . 76 0 . 69 0 . 14 1 . 54 0 . 09 3 2 WP -0 . 50 2 . 06 0 .24 -1 .45 5 .24 0 .28 -0 . 11 1 .54 0 . 07 WS 0 . 55 2 . 06 0 .27 1 .58 2 . 76 0 . 57 0 . 12 1 .54 0 . 08 ; _____________I=====_______=________________________________________________- � � R11147 Endwall Diagonal Bracing Summary__--__--1/14/04--3�32pm ______________________________________________________________________________ PANEL SHEAR WITH NO BRACING: Pa�nel Shea�r (Allow) = 75 . 0 P�nel Shea�r (Calc ) = 30 . 8 BRACI�NG NOT REQUIRED � R1114�7 Wall Panel Report 1/14/04 3 : 32pm ----�-------�----------------------------------------------------------------- ------------ ----------------------------------------------------------------- ' PANEL DATA: Bay= 1 Panel : 26 HR , Type = HR ; Gage = 26 . 00 ; Yield = 80 . 0 � MOMENTS & DEFLECTION: j ; ---------Moment (ft-lb/ft) --------- Spari Span ' LD Support Midspan ---Deflect (in) -- Id ! (ft) ! Id Calc Allow UC Calc Al1ow UC Calc Al1o� UC i � ---= ----- i -- ----- ----- ---- ----- ----- ---- ----- ----- ---- � � i � I � 1/14/2i004 :--,;. EwDes-Loout Page 13 ! 1 7 . 33 IWP 100 . 1 139 . 0 0 . 72 -88 .4 119 . 0 0 . 74 -0 . 64 0 . 98 0 . 65 IWS -108 . 6 119 . 0 0 . 91 96 . 0 139 . 0 0 . 69 0 . 69 0 . 98 0 . 71 2 5 . 67 IWP 100 . 1 139 . 0 0 . 72 -8 . 7 119 . 0 0 . 07 0 . 04 0 . 76 0 . 06 �WS -108 . 6 119 . 0 0 . 91 9 .4 139 . 0 0 . 07 -0 . 05 0 .76 0 . 06 3 5 . 13 IWP 46 . 8 139 . 0 0 .34 -44 .2 119 . 0 0 .37 -0 . 16 0 . 68 0 .23 WS -50 . 8 119 . 0 0 .43 48 . 0 139 . 0 0 .35 0 . 17 0 . 68 0 .25 � . R1114;7 Endwall Design Warning Report 1/14/04 3 :32pm -------------------- ______________�____________________________________________------------- - I ' i . . No Warnings � � R11147 Endwall Weight Summary 1/14/04 3 :32pm FORCED SPACING: Total Column Weight = 363 . 77 Total Rafter Weight = 306 .37 . Total Girt Weight = 229 . 82 Total Door Jamb Weight = 0 . 00 Total Bracing Weight = 0 . 00 Total Clips Weight = 46 .20 Total Endwall Weight = 946 . 16 � � � � ' � � I i I � 3/I4/2004 , - EwDes-R.out Page Il �,�� *------------------------------------------------------------------------------ ------------------------------------------------------------------------------ *R11147 Endwall Design Input Echo 1/14/04 3 :32pm *-----�-----------------------=------------------------------------------------ ------------------------------------------------------------------------------ * (1) JOBID: (Ma : 60 char) 'R11147 ' * (2) PROGRAM OPTIONS : : * EW � Run Run Run Run No Des Lap * Id Col/Raf Girt Brace Panel Cycles Stiff 'R' 'Y' 'Y' 'Y' 'Y' 4 0 . 50 * (3) DESIGN CODE: * ; *Design ---Steel Code--- ---Build--- Seismic � * Co.de� Cold Hot Country Code Year Zone 'WS ' 'AISI96 ' 'AISC89 ' ' ---- ' 'FBC ' ' O1 ' ' - ' � * (4)DESIGN CONSTANTS : Wind * ------------=--Steel Yield(ksi ) -------------- ---Stress Ratio--- Strength * Web Flg C�Sec W-Sec R-Sec U-Sec EP Panel Col/Raf Girt Panel Faetor 50 . 0 50 . 0 55 . 0 50 . 0 36 . 0 36 . 0 50 . 0 80 . 0 1 . 03 1 . 03 1 . 03 1 . 0000 * (5)DEFLECTION LIMITS : * ----�-Rafter-�--- ---Girt--- --Panel--- Part Wind * Live Wind Total Column Wall Facia Wall Facia Wall Bent 180 . 180 . 0 . 180 . 90 . 0 . 90 . 0 . 90 . 100 . * (6) REPORTS: * Input Column Wall Door Wall Cable � Echo Rafter Girt Jamb Panel Brace � II� �Y'� �Y� �Y� �Y, �Y� * (7) BUIILDING TYPE: * Build Build Build Expand_EW * Typ�e W��dth Length Use Offset 'FF- ' 40 . 0�000 150 . 0000 'N ' 0 . 00 * (8) SURFACE SHAPE: * No.� X-Coord Y-Coord Offset * Surf (��t) (ft) (in) , 4 0 . 00�00 16 . 0000 9 . 000 20 . 0000 19 . 3333 9. 000 40 . 0�000 16 . 0000 9. 000 40 . 0000 0 . 0000 9 . 000 * (9) BAY SPACING: * Roof � Fr�ame � Sets Of Bay No. * Bay Re�cess � Bays Width Bays 25 . 0000 0 .3333 3 13 . 0000 1 14 . 0000 1 � � 13 . 00.00 1 � � � � � ; �� � I - _.���-.-- � ' _ � '_ „` .. _ ..... - `____- ' 1/1.4/2i004 ( EwDes-R.ouG - Page 2 a i�• . * (10} FRAMED OP NINGS: ' * No.� Bay Open Open. Open Open Sill Base Set Member Remove * Open Id Wi�dth Height �ffSet Type Height Elev Depth Select Panels • 0 ' ' * (11) PARTIAL WALL� ; , * Set �Of Base Full --Bay Zd-- Wal3. * Bay� Type Laad Start End Heigh� ' 0 . * (12) COLUMNS; ` * --Le��t Corne� �-- -Right^Corner-- -Int Facia-- Tnt Na Facia Max UnBr Ba�e * Type� Rot Depth Type Rot Depth Type Dep�h Type Depth Same Length Elev * � {'•In} {in) �in) - (in} �ep (tt) {in} 'CDW ' ' - ' 0 . 00 ' CDW ' ' - ' 0 . 00 'CDW ' 0 . 00 'CDW ' 0 . 00 'N' 30 . 00Q Q . 00Q ' * (13) COLUNiN SI E: ' * Set Na. Column � Member Ca�umn Size ��� * (14) R.AFTERS : * Rafter Set Ra�ter Flange * Select Dep �h Same Brace 'Dtn7 ' 0 .000 ,-y ' 'y, * (1.5)RA.FTERS S I ZE: * Set � �o. Rafter * Member Rafter Size '�, I � * (16)RAFTER SPIL,I CES : * Surf No� SpZice Splice ' * Id � �pl ' ce L,ac. Tyge 2 0 ' 3 0 . 0000 'M ' * (17}ENDWALL RTS: * Girt Flang � Set Set Max Girt To One Girt Max Unbr * Type B�ace Depth Lap Space Raf�er DepthjBay Lengtla. ' ' ZF ' 'Y' 9 . 000 0 . 0000 7 , 3333 'Y' 'Y' 13 . 0000 * (18) ENDWALL ZRTS LOCATION: (Max: 20 girts) " * �et No. Girt � * Loc Girts Location 'P ' 2 � 33'33 13 _ 0000 � * (19) SPECIAL GIRT: * Sets {3f --Bay_Id-- Girt Girt Gir� * Girts Start End Heigh� Type Rata�e 0 ; � I i I * (2 0� R.C?OF PURLINS : * Surf Peak Purl No. Surf - * Id Space �pace Purla.n Ext 3 0 . 833 4 . 8b1 4 0 . 000 i _ 1/14/2I04 EwDes-R.out Page 3 %� r:' t ; 2 0 . 833 4 . 861 4 0 . 000 . * (21) PANELS : * Wall - * Panel ' 26 IHR ' * (22)WIND FRAMING SELECTION: ' * ----iOrder Of� Selection------ * Panel Diagorial Wind Wind * Shear Bracirig Bent Column ' �Y� �Y� �N� �N� * (23)WALL BRACING: ' * Wind Brace No. Bays Specified * Shear Type Specified Bays_For_Bracing ' 75!. 0 'CR' 0 � i * (24)WIND BENTSi: * --Meinber-- No Of * Type Depth Bays Bay Id ' - ' 0 . 00 0 * (2 5)WIND COLUNll�TS : * --Member-- No Of Left/ * Type Depth Bays Bay Id Right ' - ' 0 . 00 0 * (26)WALL BRACING ATTACHMENT *No Of' Attach� --Bay_Id-- No_Of *Attach Id Start End Level Level Height 0 * (2 7) Ei VE EXTENS I ON: � *Wall No Of Ext -Bay_Id-- -Edge_Extend- Ext *Id Ext Id Start End Height Width Slope Left Right Mount 2 0 4 0 * (2 8) CANOPY: _ :� *Wall No_Of Ex -Bay_Id-- -Edge_Extend- Ext *Id � Ext Id Start End Height Width Slope Left Right Mount � 3 0 2 0 4 0 * (29) FACIA/PA PET . * *Wall #Of Ext Fac Bay_Id ----Attach Beam--_- ---Facia/Parapet--- Edge_Extend Ext * Id Ext Id Typ St End Height Width Slope Elev Height Slope Left Right Mnt * ' (;C,E) (ft) (ft) ? : 12 (ft) (ft) ? : 12 (ft) (ft) 3 0 i 2 0 I 4 ' � I i I'i I II 1/14/2004 EwDes-R.out Page 4 ��� � ��' ,�. , * (30) FACIA/PARAPET GIRTS : * , *Ext �---Top-�-- --Interior- ---Back Panel--- Angle *Id Type Rotate Type Rotate' Part Rotate Spacing ' * (31) LOADS FOR EAVE EXTENSION, CANOPY, FACIA, AND PARAPET: * * � *Ext Ext Beam Facia/Parapet Facia/Parapet_Girt *Id Dead Collat Live Press Suct Press Suct Press Suct � * (32) BASIC LOADS : * Dead' Collat Live Snow Basic Wind Load Ratio * Load Load Load Load Wind Deflect Factor � 2 .2 0 . 0 20 . 0 0 . 0 18 .4 1 . 00 1 . 00 : I * (33) BASIC LOADS AT EAVE: . * Seis Coeff Seis Load Torsion Forces * Frame Brace Frame Brace Wind Seismic ' 0 . 00�00 0 . 0000� 0 . 00 0 . 00 0 . 00 0 . 00 * (34)W�IND PRESSURE/SUCTION: * Wind Tn7ind * Pr�ess � �uct 1�6 . 1 -� �7 . 6 . . Column 1�6. 1 - �7 . 6 . . Girt/Header 1�6. 1 -�7 . 6 . . Jamb 1I9 . 9 -�1 . 6 . . Panel 24 . 0 -24 . 0 . . Parapet Girt * (35)�IND COEF�FICIENTS : * SulIf Rafte��r Wind 1 Rafter Wind 2 Bracing_Wind Long Surface * Idl Left Right Left Right Left Right Wind Friction 1� 0 . 00 0 . 00 0 . 00 0 . 00 0 .32 -0 . 56 0 . 00 0 . 00 2 -0 . 98 -0 . 63 -0 . 62 -0 .27 -0 . 98 -0 . 63 -0 . 95 0 . 00 3 -0 . 63 -0 . 98 -0 .27 -0 . 62 -0 . 63 -0 . 98 -0 . 95 0 . 00 4� 0 . 00 0 . 00 0 . 00 0 . 00 -0 . 56 0 . 32 0 . 00 0 . 00 * (36) �OLUMN & BRACING DESIGN LOADS : * I ' *Loadi Snow/ Rafter Wind Brace Wind Long Column Wind � Aux Load *No Icl Dead oll Live Left Right Left Right Wind Press Suct Seis � Id Coef 12 1 1 . 00 1�� 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 � 2 1 . 00 � 00 0 . 75 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 0 . 00 3i 1 . 00 � 00 0 .75 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0 . 75 0 . 00 0 0 . 00 0 . 60 0�� 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 1 . 00 0 . 00 0 . 00 0 0 . 00 0 . 60 0 � 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 6 0 . 60 0 � 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 7 1 . 00 � � 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 05 0 0 . 00 8 1 . 00 � � 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 -1 . 05 0 0 . 00 � 9 0 . 60 0 ' 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 0 . 00 10 0 . 60 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 -1 . 00 0 0 . 00 11 1 . 00 ��. 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 1 . 00 12 1 . 00 1i. 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1 . 00 f I I ; _-__ 1/I4/2004 EwDes-R. out Page 5 r•` , '� `: ' * .(37) COLUMN & BRACING DESIGN LOADS : Deflection � * � �Load Snow/ Rafter Wind Brace Wind Long Column Wind � Aux Load *No Id Dead Co� l Live Left Right Left Right Wind Press Suct Seis � Id Coef 0 � * (3 8) R�,FTER DES� GN LOADS : * . No. Load Snow/ Rafter Wind 1 Rafter Wind 2 � Aux Load *Load � Id Dead Collat Live Left Right Left Right Seis � Id Coef 11 I 1 1 . 00 1. 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 � 2 0 . 60 0 . 00 0 . 00 1. 00 0 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 I 3 0 . 60 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 0 . 00 I 4 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 0 . 00 5 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 0 . 00 ' I 6 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 1 . 00 7 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1 . 00 8 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 2 . 00 9 1 . Oi0 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 2 . 00 10 1 . OI0 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 ..00 0 . 00 5 2 . 00 11 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 6 2 . 00 * (39) RAFTER DESIGN LOADS : Deflection * * No. oad Snow/ Rafter Wind 1 Rafter Wind 2 � A� Load *Load Id De d Collat Live Left Right Left Right Seis � Id Coef 0 * (40)AUXILIARY LOADS : (Max: 80 loads, 20 comb/load) * No. Aux Aux No. Add Add Load * Aux Id Name Combs Id Coef 6 1 .' �2UNB LL 1 ' 2 1 0 . 00 2 1 . 50 2 'iE2LTNB LL 2 ' 2 1 1 . 5 0 2 0 . 00 3 'E2LTNB LL 3 ' 3 3 0 . 50 4 0 . 50 5 0 . 50 • � 4 'E2UNB LL 4 ' 3 4 0 . 50 � 5 0 . 50 � 6 0 . 50 5 'E2UNB LL 5 ' 2 3 0 . 50 I 6 0 . 50 6 'i2UNB_LL 6 ' 2 4 0 . 50 5 0 . 50 i � � I * (41)�DITIONAL LOADS � i * No. Add Sulf Basic Load � FX FY M X Y -Conc . ---- � 1/14/2004 , EwDes-R. out Page 6 ' , * Add Id Id Load Type � Wl W2 Co DLl DL2 -Unif. 10 1 2 ' ------ ' 'D ' 0 . 00 0 . 00 0 . 17 0 . 00 20 .28 2 � ' ------ ' 'D ' 0 . 00 0 . 00 -0 . 17 0 . 00 20 .28 , 3 2 ' ------ ' 'D '' -0 .25 -0 .25 0 . 17 0 . 00 13 . 18 � 4 2 ' ------ ' 'D ' -0 .25 -0 .25 0 . 17 13 . 18 20 .28 � ' 5 3 ' ------ ' 'D ' -0 .25 -0 .25 -0 . 17 0 . 00 7 . 10 � 6 3 ' ------ ' 'D ' -0 .25 -0 .25 -0 . 17 7 . 10 20 .28 7 � 'WINDLI ' 'D ' -0 . 16 -0 . 16 0 . 00 20 . 00 20 .28 8 2 'WINDL2 ' 'D ' -0 . 16 -0 . 16 0 . 00 20 . 00 20 .28 � 9 3 'WINDRl ' 'D ' -0 . 16 -0 . 16 0 . 00 0 . 00 0 .28 10 3 'WINDR2 ' 'D ' -0 . 16 -0 . 16 0 . 00 0 . 00 0 .28 � � * (42) GIRT LAPS : * i * � Data -�----Set 1------- ------Set 2------- ------Set 3------- � * Opt Sets Left Right Quan Left Right Quan Left Right Quan ' - ' 0 * (43) GIRT STRAPS : I * * Data --�Set 1--- ---Set 2--- ---Set 3--- ---Set 4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan _ ' - ' 0 * Code file us d was C:\MBS\CODE\EW FBC. 01 R1114�7 Endwall Design Code 1/14/04 3 �32pm ---------- -----I--------�----------------------------------------- ST�RUCTURAL CODE: � Design Basis - WS �Hot Roliled Steel - AISC89 �Cold Formed Steel - AISI96 BUILDING CODE: Wind Co �e - FBC Year - 01 Seismic Zone - - ====I_________________________________________________________________________ � R111�7 Column & Rafter Design 1/14/04 3 :32pm I MEMBER SIZES : Member Member Member ---Web Size-- -Flange_Size- Member Member Id Locate Size Depth Thick Width Thick Length Weight I � ------ ------ ----------- ----- ---g- ----- ---g- ------ ------ Col-1 I0 . 8 8C14 8 . 00 14 a 3 . 00 14 a 14 . 7 55 . 5 Col-2 13 . 0 8D14 • 8 . 00 14ga 6 . 00 14ga 16 . 7 126 .4 Col-3 27 . 0 8D14 8 . 00 14ga 6 . 00 14ga 16 . 7 126 .4 Col-4 39 . 3 8C14 8 . 00 14ga 3 . 00 14ga 14 . 7 55 . 5 Raf-1 � 8D14 8 . 00 14ga 6 . 00 14ga 20 . 3 153 .2 , I 1/14/2004 EwDes-R. out Page 7 . ,�- i�_. �, Raf-2 8D14 8 . 00 14ga 6 . 00 14ga 20 .3 153 .2 Total= 670 . 14 DESIGN ACTIONS/STRESSES : (C/D/Z-Section) - Axial (k ) - -- Shear (k ) - � Moment (f-k ) � Mem Load Design Allow Design Allow Design Allow Id Id Load Load Load Load Load Load I --�-- ---- ------ ------ ------ ------ ------ ------ � Col-1 1 1 . 60 12 . 59 0 . 00 4 . 82 0 . 00 5 . 58 Col-1 2 0 .33 12 . 59 0 . 00 4 . 82 0 . 00 5 . 58 Col-1 3 0 . 65 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-1 4 -1 . 12 36 . 59 0 . 00 4 . 82 0 . 00 5 . 58 Co1-1 5 -1 . 13 36 .59 0 . 00 4 . 82 0 . 00 5 . 58 Col-1 6 -0 . 70 36 .59 0 . 00 4 . 82 0 . 00 5 . 58 Col-1 7 1 .26 12 .59 0 . 00 4 . 82 0 . 00 5 . 58 Co�l-1 8 � 1 .26 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Co�l-1 9 I 0 . 15 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Co!1-1 10 I 0 . 15 12 .59 0 . 00 4 . 82 0 . 00 5 .58 Co�l-1 11 � 0 .25 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Co�l-1 12 0 .25 12 . 59 0 . 00 4 . 82 _ 0 . 00 5 .58 Coil-2 1 4 .37 39. 95 0 . 00 9 . 64 0 . 00 13 .42 Co�l-2 2 1 . 01 39. 95 -1 .45 9 . 64 6 . 06 13 .42 Co�l-2 3 1 . 81 39. 95 -1 .45 9 . 64 6 . 06 13 .42 Co�l-2 4 -2 . 88 73 . 18 1 . 77 9 . 64 -7 . 39 13 .42 Co�l-2 5 -2 . 92 73 . 18 -1 . 93 9 . 64 8 . 08 13 .42 Co�l-2 6 -1 . 85 73 . 18 -1 . 93 9 . 64 8 . 08 13 .42 Co�l-2 7 3 .44 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Co�l-2 8 3 .44 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Co�l-2 9 0 .39 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-2 10 0 .39 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-2 11 0 . 65 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-2 12 0 . 65 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-3 1 4 . 37 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-3 2 1 . 81 39 . 95 -1 .45 9 . 64 6 . 06 13 .42 Col-3 3 1 . 01 39 . 95 -1 .45 9 . 64 6 . 06 13 .42 Col-3 4 -2 . 88 73 . 18 1 . 77 9 . 64 -7 .39 13 .42 Col-3 5 -1 . 85 73 . 18 -1 . 93 9 . 64 8 . 08 13 .42 Col-3 6 -2 . 92 73 . 18 -1. 93 9 . 64 8 . 08 13 .42 " Col-3 7 3 .44 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-3 8 3 .44 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-3 9I 0 . 39 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 � Col-3 10 0 . 39 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-3 11�I 0 . 65 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-3 12; 0 . 65 39 . 95 0 . 00 9 . 64 0 . 00 13 .42 Col-4 1 1 . 60 12 . 59 0 . 00 4 . 82 0 . 00 5 . 58 Col-4 � 0 . 65 12 . 59 0 . 00 4 . 82 0 . 00 5 . 58 Col-4 3 0 .33 12 . 59 0 . 00 4 . 82 0 . 00 5 . 58 Col-4 4 -1 . 12 36 . 59 0 . 00 4 . 82 0 . 00 5 . 58 Col-4 5 ! -0 . 70 36 . 59 0 . 00 4 . 82 0 . 00 5 . 58 Col-4 6 -1 . 13 36 . 59 � 0 . 00 4 . 82 0 . 00 5 . 58 Col-4 7 1 .26 12 . 59 0 . 00 4 . 82 0 . 00 5 . 58 Col-4 8; 1 . 26 12 . 59 0 . 00 4 . 82 0 . 00 5 . 58 Col-4 9' 0 . 15 12 .59 0 . 00 4 . 82 0 . 00 5 , 58 Col-4 101 0 . 15 12 .59 0 . 00 4 . 82 0 . 00 5 . 58 � � I I ' � i � I/14/2004 EwDes-R.out Page�B i"" � Col-4 11 0 .25 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Col-4 12 0 .25 12 . 59 0 . 00 4 . 82 0 . 00 5 .58 Raf-1 1 0 . 34 42 . 99 -2 . 15 9 . 64 5 . 05 13 . 87 Raf-1 2 -0 .47 73 . 18 1 . 55 9 . 64 -3 .35 13 . 87 Raf-1 3 -0 .49 73 . 18 0 . 95 9 . 64 -2 . 17 13 . 87 Raf�-1 4 0 . 15 45 . 61 0 . 92 9 . 64 -1 . 95 13 . 87 Raf�-1 5 -0 .21 73 . 18 0 . 32 9 . 64 -0 . 77 13 . 87 Rafi��-1 6 0 . 04 42 . 99 -0 .27 9 . 64 0 . 63 13 . 87 � Ra�-1 7 0 . 04 42 . 99 -0 .27 9 . 64 0 . 63 13 . 87 Ra�-1 8 0 .38 42 . 99 2 .27 9 . 64 5 . 76 13 . 87 Raf-1 9 0 .30 42 . 99 1 . 81 9 . 64 -3 .20 13 . 87 � Raf-1 10 0 .26 45 . 61 -1 . 96 9 . 64 -4 .33 13 . 87 Raf-1 11 0 .34 42 . 99 2 . 03 9 . 64 -4 . 08 13 . 87 Raf-2 1 0 .34 42 . 99 2 . 15 9 . 64 5 . 05 13 .87 Raf-2 2 -0 .49 73 . 18 -0 . 95 9 . 64 -2 . 17 13 . 87 � Raf-2 3 -0 .48 73 . 18 -1 . 55 9 . 64 -3 . 35 13 . 87 Raf-2 4 -0 .21 73 . 18 -0 . 32 9. 64 -0 . 77 13 . 87 Raf-2 5 0 . 15 45 . 61 -0 . 92 9 . 64 -1. 95 13 . 87 Raf-2 6 0 . 04 42 . 99 0 . 27 9 . 64 � 0 . 63 13 .87 Raf-2 7 0 . 04 42 . 99 0 .27 9 . 64 0 . 63 13 . 87 Raf-2 8 0 .30 42 . 99 -1 . 81 9 . 64 -3 .20 13 . 87 Raf-2 9 0 . 38 42 . 99 -2 .27 9 . 64 5 . 76 13 . 87 Raf-2 10 0 .26 45 . 61 1 . 96 9 . 64 _ -4 .33 13 . 87 Raf-2 11 0 . 34 42 . 99 -2 . 03 9 . 64 -4 . 08 13 . 87 I STRESS RATIO: I Mem Load Id Idl Axial Shear Moment Ax1+Mom Shr+Mom I --i-- ---- ----- ----- ------ ------- ------- Coil-1 1 0 . 13 0 . 00 0 . 00 0 . 13 Co�l-1 2 0 . 03 0 . 00 0 . 00 0 . 03 Coil-1 3 0 . 05 0 . 00 0 . 00 0 . 05 Coil-1 4 0 . 03 0 . 00 0 . 00 0 . 00 Col-1 5 0 . 03 0 . 00 0 . 00 0 . 00 Co�l-1 6 0 . 02 0 . 00 0 . 00 0 . 00 Co�l-1 7 0 . 10 0 . 00 0 . 00 0 . 10 Co�l-1 8 0 . 10 0 . 00 0 . 00 0 . 10 Co�1-1 9 0 . 01 0 . 00 0 . 00 0 . 01 Col-1 10 0 . 01 0 . 00 0 . 00 0 . 01 " Col-1 11 0 . 02 0 . 00 0 . 00 0 . 02 Col-1 12 0 . 02 0 . 00 0 . 00 0 . 02 Col-2 1 0 . 11 0 . 00 0 . 00 0 . 11 � Col-2 2 0 . 03 0 . 15 0 .45 0 .48 0 . 02 Col-2 3 0 . 05 0 . 15 0 .45 0 . 50 0 . 02 Col-2 4 0 . 04 0 . 18 0 . 55 0 . 55 0 . 03 Col-2 5 0 . 04 0 .20 0 . 60 0 . 60 0 . 04 Col-2 6J 0 . 03 0 .20 0 . 60 0 . 60 0 . 04 Col-2 .I 0 . 09 0 . 00 0 . 00 0 . 09 , Col-2 8 0 . 09 0 . 00 0 . 00 0 . 09 Col-2 9 0 . 01 0 . 00 0 . 00 0 . 01 Col-2 10 0 . 01 0 . 00 0 . 00 0 . 01 Col-2 l� 0 . 02 0 . 00 0 . 00 0 . 02 Col-2 12 0 . 02 0 . 00 0 . 00 0 . 02 Col-3 1� 0 . 11 0 . 00 0 . 00 0 . 11 Col-3 2i 0 . 05 0 . 15 0 .45 0 . 50 0 . 02 � 1/14/2004 EwDes-R.out Page 9 , f` . CoI-3 3 0 . 03 0 . 15 0 .45 0 .48 0 . 02 Col-3 4 0 . 04 0 . 18 0 .55 0 . 55 0 . 03 Col-3 5 0 . 03 0 .20 0 . 60 0 . 60 0 . 04 � Col-3 6 0 . 04 0 .20 0 . 60 0 . 60 0 . 04 ' Col-3 7 0 . 09 0 . 00 0 . 00 0 . 09 Col-3 8 0 . 09 0 . 00 0 . 00 0 . 09 Col-3 9 0 . 01 0 . 00 0 . 00 0 . 01 Col-3 10 0 . 01 0 . 00 0 . 00 0 . 01 � Col-3 11 0 . 02 0 . 00 0 . 00 0 . 02 Col-3 12 0 . 02 0 . 00 0 . 00 0 . 02 Col-4 1 0 . 13 0 . 00 0 . 00 0 . 13 � Col-4 2 0 . 05 0 . 00 0 . 00 0 . 05 Col-4 3 0 . 03 0 . 00 0 . 00 0 . 03 Col-4 4 0 . 03 0 . 00 0 . 00 0 . 00 Col-4 5 0 . 02 0 . 00 0 . 00 0 . 00 Col-4 6 0 . 03 0 . 00 0 . 00 0 . 00 Col-4 7 0 . 10 0 . 00 0 . 00 0 . 10 Col-4 8 0 . 10 0 . 00 0 . 00 0 . 10 Col-4 9 0 . 01 0 . 00 0 . 00 0 . 01 Col-4 10 0 . 01 0 . 00 0 . 00 0 . 01 Co�l-4 11 0 . 02 0 . 00 0 . 00 0 . 02 ', Co�l-4 12 0 . 02 0 . 00 0 . 00 0 . 02 Ra�f-1 1 0 . 01 0 .22 0 .36 0 .36 0 . 18 _ Raf-1 2 0 . 01 0 . 16 0 .24 0 . 24 0 . 08 Raf-1 3 0 . 01 0 . 10 0 . 16 0 . 16 0 . 03 Raf-1 4 0 . 00 0 . 10 0 . 14 0 . 14 0 . 03 Ra�f-1 5 0 . 00 0 . 03 0 . 06 0 . 06 0 . 00 Ra�f-1 6 0 . 00 0 . 03 0 . 05 0 . 05 0 . 00 R f-1 7 0 . 00 0 . 03 0 . 05 0 . 05 0 . 00 R f-1 8 0 . 01 0 .24 0 .42 0 .42 0 .23 Raf-1 9 0 . 01 0 . 19 0 .23 0 .23 0 . 07 Raf-1 10 0 . 01 0 .20 0 .31 0 . 31 0 . 07 Raf-1 11 0 . 01 0 .21 0 .29 0 .25 0 . 10 Raf-2 1 0 . 01 0 .22 0 . 36 0 . 36 0 . 18 Raf-2 2 0 . 01 0 . 10 0 . 16 0 . 16 0 . 03 Raf-2 3 0 . 01 0 . 16 0 .24 0 . 24 0 . 08 Raf-2 4� 0 . 00 0 . 03 0 . 06 0 . 06 0 . 00 Raf-2 5� 0 . 00 0 . 10 0 . 14 0 . 14 0 . 03 Raf-2 6 0 . 00 0 . 03 0 . 05 0 . 05 0 . 00 Raf-2 7I 0 . 00 0 . 03 0 . 05 0 . 05 0 . 00 Raf-2 g 0 . 01 0 . 19 0 .23 0 .23 0 . 07 ' Raf-2 9 0 . 01 0 .24 0 .42 0 .42 0 .23 Raf-2 10 0 . 01 0 .20 0 . 31 0 .31 0 . 07 Raf-2 l� 0 . 01 0 .21 0 . 29 0 .25 0 . 10 I I MEMBiR DEFLECTIONS/COLUMN REACTIONS : Mem Load Deflection (in) Reaction (k ) Id Id Calc Allow Horz (OP) Vert Horz (IP) I ----- ---- ------ Col-1 1! 0 . 00 0 . 98 0 . 00 1 . 60 0 . 00 Col-1 2 0 . 00 0 . 98 0 . 00 0 . 33 0 . 00 Col-1 3, 0 . 00 0 . 98 0 . 00 0 . 65 0 . 00 Col-1 4 0 . 00 0 . 98 0 . 00 -1 . 09 0 . 00 Col-1 5 0 . 00 0 . 98 0 . 00 -1 . 09 0 . 00 Col-1 6 0 . 00 0 . 98 0 . 00 -0 . 67 0 . 00 _. '. ... .__ � ._. ..I.. __ ._... _.__.._.._ ._. ._.... ._ ... ._ ... _ .. ..w_.....:. ._��.�,_......_. _'__._._. 1 fl4/20:04 ., . EwDes-R. out . Page 1.0 � Co1,°-1 ? O , dO 0 . 98 0 . 40 1.26 Q . QQ Col-1 8 0 . 00 Q . 98 Q . Q4 1.26 0. 00 Cal`-1 9 O . OQ Q . 9$ 0 . 00 0 . 15 0 . 00 Ca1-1 10 0 . 04 b . 98 0 . 00 0 . 15 0 . 00 Cal-1 11 0 . 00 0 . 98 0 . 00 0 .25 0 . 00 Co1-1 12 0 . 00 0 . 98 0 . 00 0 .25 0 . 00 Col-2 1 0 . 00 1 . 12 0 . 00 4 .37 0 . 00 Co -2 2 0 .48 1 . 12 I .45 1 . 01 0 . 0� � Co -2 3 0 .48 1 . 12 1 .45 1 . $1 O . OQ CoI�-2 4 -0 .59 1 . 12 -1 . 77 -2 .80 Q .00 Co�-2 5 0 . 64 1 .12 1 . 93 -2 .85 Q .00 � Col-2 & 0 .64 1.12 1 . 93 -1. 78 O .QO Co�-2 7 Q . OQ 1.12 Q . 00 3 .44 0 . 00 Co1-2 8 O . QQ 1.12 0 . 00 3 .44 0 . 00 Col-2 9 0 . 00 1 . 12 0 . 00 0 .39 O . Oq Col-2 10 0 . 00 1 . 12 0 . 00 0 .39 0 . 00 Col-2 11 Q . 00 1 . 12 0 , 00 0 . 65 0 . 00 Co1-2 12 Q . 00 1 . 12 0 . 00 0 . 65 0 . 00 CoI.-3 1 0 . 00 1 . 12 0 . 00 4 .37 0 . 00 Col-3 2 d .48 1 . 12 1 .45 1. .81 O . OQ Col-3 3 0 .48 1 . 12 1 .45 1.fl1 Q .00 Col-3 4 -0 .59 1. 12 -1 . 77 -2 . 80 0 . 00 Co1-3 5 0 . 64 1.12 1 . 93 -1. 78 0 . 00 . Col-3 6 0 . 64 1. 12 1 . 93 -2 . 85 0 . 00 Ca�l.-3 7 0 . 00 1.12 0 . 00 3 .44 0 . 00 Cal-3 8 O . QO 1 . 12 0 . 00 3 .44 0 . 00 Col-3 � a . ao 1 . 12 O . Od 0 .39 0 . 00 Ca,1-3 10 0 . 00 1. 12 0 . 00 0 .39 0 .00 Cal-3 11 a . 00 1.12 0 . �0 Q .65 0 .00 , Col-3 12 0 . 00 1. 12 0 . 00 0 .65 Q . 00 Col-4 3. 0 .4Q Q.98 0 . 00 1. 60 0 . 00 Cct�l-4 2 Q _OQ 0 .98 0 . 00 0 . 65 0 . 00 Co�l-4 3 0 . 00 0 .98 0 . 00 0 .33 0 . 00 Co�l-4 4 0 . 00 0 . 98 0 . 00 -1. 09 0 . 00 Co�l-4 5 0 . 00 0 . 98 0 . 00 -0 . 67 0 . 00 Coil-4 6 0 . 00 0 , 98 0 . Od -1. . 09 0 . 00 Ca�l-4 � 0 . 00 0 . 9$ 0 . 00 1..26 0 . 00 CaI-4 8 0 . 00 0 . 98 0 .04 1.26 0 .00 Cal-4 9 f} . OQ 0 .98 O . OQ 0 . 15 Q . 00 Col-4 10 Q . OQ 0 .98 O . OQ 0 . 15 0 . 00 Col-4 11 Q . QO 0.98 0 . 00 Q .25 0 . 00 � Col-4 12 0 . 00 0 . 98 0 . 00 0 .25 0 . 00 Raf-1 -0 . 10 0 . 87 Raf-1 2� 0 . 08 0 . 87 � Raf-1 3) 0 . 05 0 . 87 Raf-1 � 0 . 05 0 . 87 Raf-I 5 O . dl 0 . 87 Raf-1 � -0 . 01 0 .87 Raf--1 7 -0 . Q1 Q . 87 R�f-1 8 -0 . 13 0 . 93 Raf-1 9 -0 . 13 0 . 93 Raf-1 10� -0 . 17 0 . 87 Raf-1 11i -0 . 19 Q . 93 Raf-2 l; -0 . 10 0 . 87 Ra.f-2 2� 0 . 05 0 . 87 Raf-2 3j 0 . 08 0 . 87 R�f-2 �� Q . QI 0 .$7 1 , . ---_ 1/14/20I04 EwDes-R.out Page 11 �,, ,� Rafi-2 5 0 . 05 0 . 87 Ra�-2 6 -0 . 01 0 . 87 Ra -2 7 -0 . 01 0 . 87 Ra�-2 8 -0 . 13 �0 . 93 Ra�-2 9 -0 . 13 0 . 93 Raf-2 10 -0 . 17 0 . 87 Raf-2 11 -0 . 19 0 . 93 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ . R11147 Rafter Splice Report 1/14/04 3 :32pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ I I Splice -Surface- ---Plate--- ---Design_Load--- ----Bolts (A325 ) ---- Id Typ Id Locate Width Thick Id Axl Shr Mom Row Diam Space Gage -!- -- -��---- ----- ----- ----- --- ----- ----- ---- -- ----- ----- -- I 1 M 3 0 . 0 6 . 0 0 .375 10 0 . 0 0 . 0 1 . 5 2 0 .500 3 . 00 3 . 00 11 0 . 0 0 . 0 -4 . 1 2 0 . 500 3 . 00 3 . 00 ________________________________________________________ R1114I Base Plate & Anchor Bolt Design 1/14/04 3 :32pm ------------------------------------------------------------------------------ ------------- ---------------------------------------------------------------- Column Base Max Reactions (k ) --Plate Size (in) -- -Bolts (A307 ) - Id Depth Comp Tens Shear Width Length Thick Row Diam Gage ----- ----- ----- ----- ----- ----- ------ ----- --- ----- ---- Col-1 8 . 0 1 . 6 -1 . 1 0 . 0 Col-2 8 . 0 4 .4 -2 . 8 1 . 9 Col-3 8 . 0 4 .4 -2 . 8 1 .9 Col-4 8 . 0 1. 6 -1 . 1 0 . 0 R1114�7 Flush Girt Design Report 1/14/04 3 :32pm GIRT �LOCATION� Bayl No. Girt Id ' Id � Girt I 1 2 --- � ---- -------- -------- 1 2 7 .333 13 . 000 2 2 7 .333 13 . 000 3 2 7 .333 13 . 000 , GIRT SPAN: Bay No. C.�irt Id Id Girt 1 2 1 � 2 � � 11 . 542 11 . 542 2 2 I ,' 13 .292 13 .292 3 � 2 ; 11 . 542 11 . 542 I GIRT� SIZE : ; Bay No. Girt Id i , � i � -- .i._ _. .._..._. ...._..._..._..... _, ._..- ---. 1/14/2004 EwDes-R.out _.. Page 12 . (,.. Id , Girt 1 2 --- �---- --�----- -------- I 1 2 9Z� 6 9Z16 2 2 9Z16 9Z16 � 3 2 9Z�.�6 9Z16 GIRT A�CTIONS : . Bay Girt Ld �-Shear(k ) --- --Moment (f-k ) -- ---Deflect (in) -- Id Id Id Calc Allow UC Calc All-ow UC Calc Allow UC --- ---- -- �---- ----- ---- ----- ----- ---- ----- ----- ---- 1 1 WP �0 . 60 2 . 06 0 .29 -1 .74 5 . 24 0 .33 -0 . 13 1 .54 0 . 08 p WS 0 . 66 2 . 06 0 .32 1 . 90 2 . 76 0 . 69 0 . 14 1 .54 0 . 09 1 2 WP -0 . 50 2 . 06 0 . 24 -1 .45 5 .24 0 .28 -0 . 11 1 .54 0 . 07 WS 0 .55 2 . 06 0 .27 1 . 58 2 . 76 0 . 57 0 . 12 1 .54 0 . 08 2 1 WP -0 . 70 2 . 06 0 .34 -2 . 31 5 .24 0 .44 -0 .22 1. 77 0 . 13 WS 0 . 76 2 . 06 0 .37 2 . 53 4 . 81 0 . 53 0 .24 1 . 77 0 . 14 2 2 WP -0 . 64 2 . 06 0 .31 -2 . 13 5 .24 0 .41 -0 .21 1 . 77 0 . 12 WS 0 . 70 2 . 06 0 .34 2 .33 4 . 81 0 .48 0 .23 1 . 77 0 . 13 3 1 WP -0 . 60 2 . 06 0 .29 -1. 74 5 .24 0 . 33 -0 . 13 1 . 54 0, 08 WS 0 . 66 2 . 06 0 .32 1. 90 2 . 76 0 . 69 0 . 14 1 . 54 0 . 09 3 2 WP -0 . 50 2 . 06 0 .24 -1 .45 5 . 24 0 .28 -0 . 11 1 . 54 0 . 07 WS 0 . 55 2 . 06 0 .27 1 . 58 2 . 76 0 . 57 0 . 12 1 . 54 0 . 08 _________________________________________________ i _______________________________________________ R1114I Endwall Diagonal Bracing Summary----___-1/14/04--3�32pm PANEL SHEAR W TH NO BRACING: Panel Shear (Allow) = 75 . 0 Pa4zel Shea� � (Calc ) = 30 . 8 _ BRACIiNG NOT R� QUIRED � I ______________________________________________________________________________ � R11147 Wall Panel Report -----------------1/14/04--3 �32pm ----�------- --------------------------------- -------- ------------ -------------------------------------------------------- PANEL DATA: ay= 1 Pinel : 26 HR , Type = HR ; Gage = 26 . 00 ; Yield = 80 . 0 I � MOMENTS & DEFILECTION: � I � � P Ii ---------Moment (ft-lb/ft) --------- Span S an ' LD Support Midspan ---Deflect (in) -- Idi (ft) I � Id Calc Allow UC Calc Allow UC Calc Allow UC � ---- ----- i -- ----- ----- ---- ----- ----- ---- ----- ----- ---- � ' � I 1/14/2004 EwDes-R.out Page 13 �` 1 7 .33 �P 100 . 1 139. 0 0 . 72 -88 .4 119 . 0 0 . 74 -0 . 64 0 . 98 0 . 65 WS -108 . 6 119. 0 0 .91 96 . 0 139 . 0 0 . 69 0 . 69 0 . 98 0 . 71 2� 5 . 67 WP 100 . 1 139 . 0 0 . 72 -8 . 7 119 . 0 0 . 07 0 . 04 0 . 76 0 . 06 WS -108 . 6 119.� 0 . 91 9 . 4 139 . 0 0 . 07 -0 . 05 0 . 76 0 . 06 3 5 . 13 WP 46 . 8 139. 0 0 .34 -4.4 .2 119 . 0 0 . 37 -0 . 16 0 . 68 0 .23 S -50 . 8 119 . 0 0 .43 48 . 0 139 . 0 0 . 35 0 . 17 0 . 68 0 .25 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ . R11147 Endwall Design Warning Report 1/14/04 3 :32pm ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ . . No Warnings ______________________________________________________________________________ R11147 --�--------Endwall Weight_Summary------------------1/14/04 3 :32pm -------------- ---------- ---------------------------------------------------- FORICED S PAC� �NG: Total Qolumn Weight = 363 . 77 Total Rafter Weight = 306 .37 , Total Girt Weight = 229 . 82 \ Total Door Jamb Weight = 0 . 00 Total Bracing Weight = 0 . 00 Total Clips Weight = 46.20 '� -------- Total Endwall Weight = 946 .16 . � � I ' � � � i � I i � ' � � � 1/14/2004 _, RfDes-I.out � Page I . r_' ,- *_______________________________________________________________________________ *R1114i7________ ________Rigid_�'rame Design Input Echo_-______---1/14/04--3 :27pm *------------------------------------------------------------------------------- * (1) JOBID: 'R�11147 ' � I * (2) PROGRAM OP� �IONS : *Frame Frame Stress Frame No Of End Conn Splice Frame Frame � * Id Type Space Space Cycle Lt Rt Fix Option Option_Id 1 'RF ' 5 . 00 25 . 00 7 ' P' ' P' 1 . 00 ' - ' ' ' * (3)ANALYSIS OPTIONS : *Plate� Depth Frame Column Dep_Opt (in) Rafter_Dep_Opt (in) Web Stiffener P * Opt Opt Sym Typ Min Max Typ Min Max Use Ratio Side Delta � 'Y' 'N' ' S ' 'T ' 9 . 50 60 . 00 'T ' 8 . 00 60 . 00 'N' 0 . 00 'Y ' 'N' * (4)DESIGN CODE: * *Desig�n ---Steel Code--- ---Build--- Seismic * Code� Cold Hot Country Code Year Zone 'WS ' 'AISI96 ' 'AISC89 ' ' ---- ' 'FBC ' ' Ol ' ' - ' I * {5)DESIGN CONSTANTS : * Wind * --------g--Sieel Yield(ksi ) ----------- ----Stress Ratio---- Strength * Web Fl R Frm P Frm T Frm EP BP Frame Col EP BP Factor ' 50 . 0 50 . 0 36 . 0 36 . 0 46 . 0 50 . 0 50 . 0 1 . 03 1 . 03 1 . 03 1. 03 1. 0000 * (6)DEFLECTION LIMITS : * Total Weak * Horz Verlt Vert Axis 100 .i0 180 . 0 0 . 0 100 . 0 * (7)REPORTS : * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Cable * Echo� Summar Plate Plate Input Stress Prop Brace Displ . Len React React � I � �Y� �Y� �y� �y� �N� �N� �Y� �N� �N� �N� �N� ' * (8) BUILDING S� PE: * No. X Coord Y Coord Offset * Surf (ft) (ft) (in) ' 4 0 . 0000 16 . 0000 9 . 000 � 20 . 0000 19 .3333 9 . 000 40 . 0000 16 . 0000 9 . 000 40 . 0000 0 . 0000 9 . 000 * (9)MEMBER DEPITHS : * Surf Member --Depth(in) -- No. Interior_Depths * Id Size Start End Dep Loc. (ft) Depth (in) 1 ' ----��--- ' _9 .750 14 . 500 0 �2 ' ----�--- ' 14 . 500 14 . 500 0 3 ' ----�--- ' 14 . 500 14 . 500 0 4 ' ----i--- ' 14 . 500 9 . 750 0 � � i � ; _ - i � ; 1/14/2004 _ RfDes-l.out Page 2 * (10)MEMBER SP CES: * Surf No� Splice Splice * Id Splice Loc (ft) Type 1 0 2 1 0 . 0000 'VEE' 3 1 0 . 0000 ' -EE' � 4 1 0 . 0000 'VEE' . ' � * (11) SEGMENT PLATES : * Mem No. Seg Len Flange Plate Thickness (in) � * Id Seg �d (ft) Width Web O.S .Flg I .S .Flg - 1 2 1 5 . 0000 5 . 00 0 . 1120 0 .2500 0 .2500 ' 2 0 . 0000 5 . 00 0 . 1120 0 .2500 0 .2500 2 2 3 0 . 0000 5 . 00 0 . 1120 0 .2500 0 .2500 ' 4 10 . 0000 5 . 00 0 . 1120 0 .2500 0 .2500 i 3 2 5 10 . 0000 5 . 00 0 . 1120 0 .2500 0 .2500 �6 0 . 0000 5 . 00 0 . 1120 0 .2500 0 .2500 4 2 (7 0 . 0000 5 . 00 0 . 1120 0 .2500 0 .2500 8 5 . 0000 5 . 00 0 . 1120 0 .2500 0 .2500 * (12) INTERIOR COLUMNS : * No. Col Col Col Col Connection Unbrace Length Col Col * Col Id Typ Rot Loc Bot Top Major Minor Set Size 0 * (13) TAPERED INI ERIOR COLUMNS : *Col Col ---Depth---- No. Start --Web Depth--- Web Flg OS_Flg IS_Flg * Id Shape Min Max Mem Locate Start End Thick Width Thick Thick � * (14) BASE ELEVATION: ' * Elev 0 . 00 Left Column 0 . 00 Right Column * (15)WALL GIRTS : *Surf Girt Gi t Girt Girt No. ' * Id Type Depth Project Lap Girt Location(ft) 1 ;' ZB' 9 . 00 0 . 00 1 . 875 2 7 .333 13 . 000 . 4 �' ZB' 9 . 00 0 . 00 1 . 875 2 7 .333 13 . 000 * (16)ROOF PURL� S : *Surf Purl Pu�l Purl Purl No. Peak Set Of -Set Space- * Id Type Deplth Project Lap Purlin Space Space Space No. 2 ' ZB' 9�. 00 0 . 00 2 . 875 4 0 . 833 0 3 ' ZB' 9�. 00 0 . 00 2 . 875 4 0 . 833 0 * (17) FLANGE BRACES : * Surf No. Flange Brace At * Id Brace � Girt/Purlin Number �1 2 j 1 2 �2 4 i 1 2 3 4 3 4 1 2 3 4 . � i � I/I4/2004 r''�"'• RfDes-1.out ��"� , Page 3 . � �. 4 2 1 2 * (18) S IDEWALL E�XTENS I ONS : *Surf No Ext -------Extension Size------- ----Facia Size---- Load * Id Ext Id ype Elev Width Slope Elev Height Slope Width 1 0 4 0 � * (19) EXTENS I ON OADS : *Ext Dead C� llat Live Wind1 Coeff Wind2 Coeff Facia Wind , *Id psf i sf psf Left Right Left Right Left Right * (2 0) BAS I C LOADS : * Basic Wind * Dead Live Snow Collat Wind Load * psf psf psf psf psf Ratio 2 .20 20 . 00 0 . 00 0 . 00 18 .43 1 . 00 ' * (21) BAS I C LOADS AT EAVE: * ---� Seismic�---- Weak Axis L Weak Axis R --Torsion-- -EW Brace-- * Load SpcEP Coef Wind Seis Wind Seis Wind Seis Wind Seis � * k � k k k k k k k k k 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 * (22)WIND COEF�ICIENTS : * Surf --Wind 1--- --Wind 2--- Long Wind 1 Surface * Id Left R�ight Left Right Lt Rt Friction 1 0 .26 �0 . 51 0 . 62 -0 . 15 -0 . 63 -0 . 63 0 . 00 2 -0 . 87 10 . 58 -0 . 51 -0 .22 -0 . 87 -0 . 55 0 . 00 ' 3 -0 . 58 I0 . 87 -0 .22 -0 . 51 -0 . 55 -0 . 87 0 . 00 4 -0 . 51 0 .26 -0 . 15 0 . 62 -0 . 63 -0 . 63 0 . 00 * (23) LONGITUDI�� BRACING LOADS : * * ----Wind----� ---Seismic--- * Horiz Vert Horiz Vert 2 .4� 1 .38 0 . 00 0 . 00 . . Left Column 2 .4'� 1 . 38 0 . 00 0 . 00 . . Right Column * (24)DESIGN LO I � S : * --------------------Load Coefficients------------------- � *Load Live/ Live -Wind 1- -Wind 2- Long Wind -Seismic-- Aux *No Id Dead Coll Snow Right Lt Rt Lt Rt Lt Rt Long Tran Id 14 1 1. 00 1 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0. 00 0. 00 � 0. 00 0 . 00 0 � 2 1. 00 0 . �0 0 . 00 0 . 00 0 . 00 0 . 00_ 0 . 00 0 . 00 0. 00 0. 00 0. 00 0 . 00 0 3 1 . 00 1 . Q0 0 . 75 0 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0. 00 0. 00 0 . 00 0 4 1. 00 1 . Q0 0 . 75 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0. 00 0 . 00 0 5 1. 00 1 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0 . 00 0. 00 0 . 00 0 6 1 . 00 1 . b0 0 . 75 0 . 00 0 . 00 0 . 00 0 . 00 0 . 75 0 . 00 0 . 00 0. 00 0 . 00 0 7 0. 60 O . bO 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0. 00 0. 00 0 . 00 0 . 00 0 8 0 . 60 0 . �00 0 . 00 0 . 00 0. 00 1. 00 0 . 00 0 . 00 0 . 00 0. 00 0. 00 0 . 00 0 9 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 10 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 11 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 1. 00 0 . 00 0 . 00 0 . 00 0 12 0 . 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 -1 . 00 0 . 00 0. 00 0 . 00 0 13 0. 60 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0. 00 1 . 00 0. 00 0 . 00 0 14 0 . 60 0 . 0�0 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0. 00 -1. 00 0. 00 0 . 00 0 '_. --- 1/14/2004 , RfDes-l.out Page 4 , �'"" � � • � * (25) DESIGN LO � S: � * ---�----------------Load Coefficients------------------- *Load Live/ Live -Wind_1- -Wind_2- Long_Wind -Seismic-- Aux *No Id, Dead Co Snow Right Lt Rt Lt Rt Lt Rt Long Tran Id ` 0 ' * (2 6)AUX I LARY LOAD S : � *No. Aux Aux No. Add Add Comb � *Aux Id Name Loads Id Coeff � 0 * (27)ADDITIONAL LOADS : (F-k , W-k/ft, Dx,Dy,Dl-ft) *No. Add Surf Basic Load Fx Fy M Dx Dy -Conc _ *Add Id Id Type Type W1 W2 Co D11 D12 -Dist � 4 1 2 'WINDLI ' 'D ' -0 . 13 -0 . 13 0 . 00 20 . 000 20 .276 2 2 'WINDL2 ' 'D ' -0 . 13 -0 . 13 0 . 00 20 . 000 20 .276 3 3 'WINDRI ' 'D ' -0 . 13 -0 . 13 0 . 00 0 . 000 0 .276 ' 4 3 'WINDR2 ' 'D ' -0 . 13 -0 . 13 0 . 00 0 . 000 0 .276 � * (2 8) FLOOR BE S : * Bay No. Beam Beam Con_Type Con_Loc Beam Properties * Id Beam Id Ht Lt Rt Lt Rt Area Ixx . 1 0 - * (29) CABLES : * Bay No. Cable Cable Cable Cable * Id Cable Id Level Type Area � 1 0 ` * C�KET: (3 0) CRANE BRA� *Crane BayId Cr�ane Crane Beam ----Offset---- ---Bracket---- Col Sup Load *No Id Lt Rt Type Height Depth Left Right Type Select L R (k ) 0 ' * (31) FRAME L IN S: � * No *Line Frame Line Id i 5 2 3 4 5 6 * (32) DESIGN PLA ES : *No. ---Plat�-- --Plate Size- Bolt Bolt ---Top---- -Bottom-- *Plt Type d Width Thick Dia Gage Row Space Row Space 0 _* (33) SPECIAL FAB DATA * No. Piece P�iece . *Piece Id Key 0 i � � 1/14/2004 �..-. RfDes-1.out f._. Page 5� . i• _______________________________________________________________________________ R11147 Rigid Frame Design Code 1/14/04 3 :33pm I ______________________________________________________ ______�_______________________________ STRUCTURAL CODE: Design Basis - WS - Hot Roll�ed Steel - AISC89 : Cold For�ed Steel - AISI96 BUILDING CODE: � Wind Code - FBC Year - 01 � . Seismic Zone - - Seismic Coef - 0 . 00 R11147 Base Plate and Anchor Bolt Design 1/14/04 3 :33pm ______�________________________________________________________________________ Weak � --Column Base � Max Reactions (k ) Axis --Plate Size (in) -- --Bolts (A307 ) - Loc. Typ Dep h Comp Tens Shear Tens Width Length Thick Row Diam Gage ----- --- ---�! ----- ----- ----- ---- ----- ------ ----- --- ----- ---- Left P 10 .� 11 . 6 -7 .5 -4 .2 0 . 0 5 . 0 11 . 00 0 .500 2 0 . 750 3 . 00 Right P 10 .3 11 . 6 -7 . 5 4 .2 0 . 0 5 . 0 11 . 00 0 . 500 2 0 . 750 3 . 00 WELDSi ----Outside Flange--- ----Inside Flange---- ---------Web--------- Base Shear(k/in ) Shear (k/in ) Shear(k/in ) Id Size Typ Calc Allow Size Typ Calc Allow Size Typ Calc Allow ----- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Left 0 . 188 F1 0 . 75 2 . 78 0 . 188 Fl 0 . 75 2 . 78 0 . 188 F1 0 .43 2 . 78 � Right 0 . 188 F1 0 . 75 2 . 78 0 . 188 Fl 0 . 75 2 . 78 0 . 188 F1 0 .43 2 . 78 R11147 Bolted-End-Plate Design 1/14/04 3 :33pm _---------------------------------------------------- �• � Splice Member Web -Splice (in) - Ten ---Load(k , f-k ) -- ----Bolts (A325 ) ----- Id Typ Loc . Depth Width Thick Loc Id Axl Shr Mom Row Diam Space Gage ------ ------ ----- ----- ----- --- -- --- --- ---- --- ----- ----- ----- 1 VEE 1- 2 14 . 50 6 . 0 0 . 500 Top 1 4 10 46 2 0 . 750 3 . 00 3 . 00 Bot 7 -2 -7 41 2 0 . 750 3 . 00 3 . 00 2 -EE 2- 3 14 . 70 6 . 0 0 . 500 Top 7 -3 0 18 2 0 . 750 3 . 00 3 . 00 Bot 1 4 0 40 2 0 . 750 3 . 00 3 . 00 , 3 VEE 3- 4 14 . 50 6 . 0 0 . 500 Top 1 4 -10 46 2 0 . 750 3 . 00 3 . 00 �, I Bot 8 -2 7 41 2 0 . 750 3 . 00 3 . 00 WELDS : 1 ----Outside Flange--- ----Inside Flange---- ---------Web--------- f � , _. i ---- _ 1/14/2004 II RfDes-l.out Page 6 i ' . (, � � - Splice Shear (k/in ) Shear (k/in ) Shear(k/in ) Id S�de Size Typ Calc Allow Size Typ Calc Al1ow Size Typ Calc Allow -- --�-- ----- --- ----- ----- ----- --- ----- 1 IL 0 .25I0 F 3 . 12 3 . 71 0 . 188 F 2 . 53 2 . 78 0 . 188 Fl 0 . 72 2 . 78 1 R 0 .250 F 2 . 83 3 . 71 0 . 188 F 2 . 53 2 . 78 0 . 188 F1 0 . 72 2 . 78 2 �L 0 . 18i8� F 1 . 19 2 . 78 0 . 188 F 2 . 67 2 . 78 0 . 188 F1 0 . 02 2 . 78 2 R 0 . 188i F 1 . 19 2 . 78 0 . 188 F 2 . 67 2 . 78 0 . 188 Fl 0 . 02 2 . 78 3 L 0 .250' F 2 . 83 3 . 71 0 . 188 F 2 .53 2 . 78 0 . 188 F1 0 . 72 2 . 78 ' 3 R 0 . 250 F 3 . 12. 3 . 71 0 . 188 F 2 . 53 2 . 78 0 . 188 F1 0 . 72 2 . 78 i I � � -----, _______________'________________________________________________________________ R11147 �, Stiffener Report 1/14/04 3 :33pm ------'---------!--------------------------------------------------------------- ----------------------------------------------------------------------- i ' � Stiff II -Plate_Size- Web Load Force (k ) ---- � Location' No. Width Thick Length Id Calc Allow UC '-------�I --- ----- ----- ------ ---- ----- ----- ---- Left Co� 1 2 .41 0 .375 14 . 50 1 49 .2 62 .4 0 . 79 Right Coi 1 2 .41 0 .375 14 . 50 1 49 .2 62 .4 0 . 79 Stlffene� Yield = 50 . 0 ksi I ------- Ii I ________________________________________________________ _________________________ R11147 Flange Brace Report 1/14/04 3 :33pm ______________________ _______________�_________________- ------_______----------------- Flan e Brace lield= 36 . 0 ksi 9 Flange Brace Bolt = 0 .500 (A307 ) Surf No. Id Brace Flange_Braces 1 2 ocate : 1 2 �Siides : 2 2 � � P�art : FB FB � WebDep: 12 . 18 14 . 06 I B�rcDst : 22 . 50 22 . 50 ' I Force : 0 . 12 0 . 19 � B�rcUC : 0 . 06 0 . 09 ` I C�onUC : 0 . 09 0 . 13 : 2 2 Locate: 1 4 Sides : 2 2 i �j� art . FB FB W�ebDep: 14 . 50 14 . 50 BrcDst : 34 . 50 34 . 50 I Force : 0 . 07 0 . 07 �� BrcUC : 0 . 04 0 . 04 � C�onUC : 0 . 05 0 . 05 I 3 2 Locate : 1 4 Sides : 2 2 Part . FB FB I � � I � � . ' � 1/14/I004 - RfDes-1 . out _ Page 7 (� ;. I �I ! WebDep: 14 . 50 14 .50 I, BrcDst : 34 . 50 34 .50 I Force : 0 . 07 0 . 07 BrcUC : 0 . 04 0 . 04 ConUC : 0 . 05 0 . 05 � 4 2 iLocate : 1 2 ; � � �Sides : 2 2 - i �Part . FB FB i WebDep: 12 . 18 14 . 06 , � " BrcDst : 22 .50 22 .50 � Force : 0 . 12 0 . 19 - I BrcUC : 0 . 06 0 . 09 ! ConUC : 0 . 09 0 . 13 � I ' � . � i ______________ li =====__________________________________________________________ � R11147 � Weld Report : Web To Flange 1/14/04 3 :33pm ---------------'--------------------------------------------------------------- ------------------------------------------------------------------------------- I � --Max Weld Shear----- -------Weld Provided------ �� -- Membl�r Segmelrit Section Load Shear Size Shear _ No. ' Id I Id I Id Id (k/in ) (in) (k/in ) Type Side -----�- ------- ------- ------ ------- ----- ------- ---- ---- 1 1 1 9 0 .36 0 . 125 1 . 86 F 1 1 2 3 1 0 .25 0 . 125 1 . 86 F 1 2 3 6 1 0 .49 0 . 125 1 . 86 F 1 2 � 4 9 1 0 .28 0 . 125 1 . 86 F 1 � 3 5 14 � l 0 .28 0 . 125 1 . 86 F 1 3 6 17 1 0 .49 0 . 125 1 . 86 F 1 4 � 7 20 1 0 .25 0 . 125 1. 86 F 1 4 8 22 10 0 .36 0 . 125 1 . 86 F 1 I � i ; R11147I II Special Segment Report 1/14/04 3 :33pm _______________________________________________________________________________ II TOP OF LEFT COLUMN: II ------------------ . I I Reqd Initial i ; � ------- � Web ThiCk= 0 . 179 ( 0 . 112) Flange Widt�h- 5 . 000 ( 5 . 000) Flange ThiCk= 0 .250 ( 0 .250) 1 TOP OF RIGHT OLUMN: -----I--------�-------------- Reqd Initial � ------ ------- - Web Thicik= 0 . 179 ( 0 . 112) Flange Widt�ili= 5 . 000 ( 5 . 000) Flange Thick= 0 .250 ( 0 .250) � � � � � � . � � I - ------ 1/14/2004 RfDes-1 .out Page 8 � �•;- � �, � ;. � � I !,• �i . I ______��_________________________________________________________________________ R1114i7 � Design Summary Report 1/14/04 3 :33pm i FRAME: Id = 1 Type = RF � Line Id= 2 3 4 5 6 i � MEMBERS : Mem Segl Flange IWeb_Depthl Plate_Thickness � Max UCV � Max UCO � Max UCI Id Id � Len Tnl7�id� Strt End� Web O-flg I-f1g � Id Ld Ucv� Id Ld Uco� Id Ld Uci --- - '-- ---- --- ---- ---- ----- ----- ----- -- -- ---- -- -- ---- -- -- ---- 1 1 5 . 0 5�. 0 9 . 8 11 .4 0 . 112 0 .250 0 .250 1 9 0 . 35 2 7 0 .44 2 1 0 . 53 1 2 10 .3 5�. 0 11 .4 14 . 5 0 . 112 0 .250 0 .250 5 14 0 .48 5 7 0 . 81 5 1 1 . 02 2 3 8 . 5 5 � 0 14 . 5 14 .5 0 . 179 0 .250 0.250 6 1 0 . 30 6 1 0 . 71 6 1 0 . 79 2 4 10 . 0 5� � 0 14 : 5 14 .5 0 .112 0 .250 0 .250 9 1 0 . 63 11 1 0 . 78 10 8 0 . 75 3 5 10 . 0 5'i� 0 14 . 5 14 . 5 0 . 112 0 .250 0 .250 14 1 0 . 63 12 1 0 . 78 13 7 0 . 75 3 6 8 . 5 5�� 0 14 .5 14 .5 0 . 179 0 . 250 0 .250 17 1 0 . 30 17 1 0 . 71 17 1 0 . 79 4 7 10 . 3 5'� 0 14 . 5 11 .4 0 . 112 0 .250 0 .250 18 12 0 .48 18 8 0 . 81 18 1 1 . 02 4 8 5 . 0 5 � 0 11 .4 9 . 8 0 . 112 0 .250 0 .250 22 10 0 .35 21 8 0 .44 21 1 0 .53 No. Cycles For Plate Optimization= 3 LOAD COMBINATIONS : 1 - DL+CO+LL 7 - 0 . 60DL��WL1 8 - 0 . 60DL+�WR1 9 �- 0 . 60DL+IWL2 10 II 0 . 6 0DL�I I�WR2 12 � 0 . 60DL-�LW1 14 '- 0 . 60DLI�LW2 WEIGHTS : Member 1 2 3 4 � ---=------ ---- ---- ---- ---- � Weight (lb) : 206 286 286 206 � Tota� 1 Weigh� (lb) : Frame Nfembers = 983 Interior Col . = 0 Conn. Plates = 106 Base Plates = 16 Trans Stiff = 0 ' 1105 REACTIONS : (Si iiwa7:l Columns) I Load � ------li--Left Column--------- ---------Right_Column-------- Id � Fx(k )� j Fy(k ) Fz (k ) M (f-k ) Fx(k ) Fy(k ) Fz (k ) M(f-k ) ---- ------ i------- ------- ------- I � �' - - I � I r - I ----� 1/14/�2004 RfDes-1 .out _ Page 9 I ��- i; . I I �i1 3 . 54 11 . 61 0 . 00 0 . 00 -3 . 54 11 . 61 0 . 00 0 . 00 � '� 2 0 � �44 1 . 61 0 . 00 0 . 00 -0 .44 1 . 61 0 . 00 0 . 00 ' ii3 -0 . 39 2 . 83 0 . 00 0 . 00 -3 . 53 5 . 39 0 . 00 0 . 00 '� 4 3 . 53 5 .39 , 0 . 00 0 . 00 0 .39 2 . 83 0 . 00 0 . 00 5 -0 .58 5 .31 0 . 00 0 . 00 -3 .35 7 . 88 0 . 00 0 . 00 • 6 3 .35 7 . 88 0 . 00 0 . 00 0 . 58 5 .31 0 . 00 0 . 00 � 7 -3 . 95 -7 .41 0 . 00 0 . 00 -1 . 29 -3 . 99 0 . 00 0 . 00 ` � �8 1 .�29 -3 . 99 0 . 00 0 . 00 3 . 95 -7 .41 0 . 00 0 . 00 . i9 -4 .20 -4 . 09 0 . 00 0 . 00 -1 . 04 -0 . 67 0 . 00 0 . 00 1��0 1 .�i0i4 -0 . 67 0 . 00 0 . 00 4 .20 -4 . 09 0 . 00 0 . 00 � 1!1 0 . ��2 -7 . 51 2 .47 0 . 00 -0 . 23 -6 .41 2 .47 0 . 00 1�2 O . �I4 -4 . 75 0 . 00 0 . 00 -0 . 25 -3 . 65 0 . 00 0 . 00 1�i3 0 . �23 -6 .41 2 .47 0 . 00 -0 . 72 -7 . 51 2 .47 0 . 00 14 0 .2�5 -3 . 65 0 . 00 0 . 00 -0 . 74 -4 . 75 0 . 00 0 . 00 • I I DEFLECTIONS : (in) i �i Lateral Defl Load @ Top Of Col Vert Defl Id � Left Right @ Midspan ---- ---- ----- --_------ 1 -0 .27 0 .27 1 . 67 2 -0 . 03 0 . 03 -0 .20 3 0 . 80 1. 01 -0 . 63 4 -1 . 01 -0 . 80 -0 . 63 5 0 . 77 1. 05 -0 . 87 6 -1 . 05 -0 . 77 -0 . 87 7 1 .33 1. 09 0 . 78 8 -1 . 09 -1.33 0 . 78 9 1 .28 1. 14 0 .44 10 -1 . 14 -1.28 0 .44 11 -0 .24 -0 .41 0 .56 12 - -0 .24 -0 .41 0 . 56 13 0 .41 0 .24 0 .56 14 0 .41 0 .24 0 .56 DEFLECTIONS LIMIT: Later Il Defl ' Load @ Top �Of Col Vert Defl ��Id Left �Right @ Midspan .� ---- ---- ----- --------- 1 687 687 288 2 5600 5600 2345 3 i 228 182 766 4 � 182 228 766 5 i 240 176 548 6 ; 176 240 548 7 ' 138 169 618 8 �� 169 138 618 9 �i 143 i 162 1080 10 i 162 i 143 1080 11 �i 772 �i 453 852 12 � 773 �i 453 854 13 �I 453 iil 772 852 1 � _ � � , i ------_ 1/14/2004 , RfDes-I.out �. Page 10 i '. . . I I i 141 453� 773 854 �i I i � M�ax Live lirtical = -1 .46, Span/Deflection = 329 . (Limit= 180 . ) I M'Ix Hor.izontal Drift= -1 .33, Eave Height/Drift= 138 . (Limit= 100 . ) i 7 I __________________ R11147 II Rigid Frame Clearances 1/14/04 3 :33pm � VERT �i______________________________________ ,i�====__ _______________________________________ ICAL CLEIA�ANCE: � ------------------ � Lef,t Col . 171-11" (X= 24-00" , Y= 171-11") �� Right Col . 171-11" (X= 456-00" , Y= 171-11") Mid�span . 207-11" (X= 240-00" , Y= 207-11") I HORIZONTAL CLEARANCE: I I � --------- ------- I ----I , Left Col - Right Col 432-00" (X1= 24-00" , X2= _ 456-00") �I � � i II � R1114i Rigid Frame Design Warnings 1/14/04 3 :33pm ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- . . No Warnings I � I I � i � I� �, I � � h i � I I il � I ,I � ill � � i ; li i � i ; I ' �, �II'i 1 I �� _ -- - L