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39514 AVIATION AVE
-� / . : STEBL BOILDING SYSTEMS, I�C, P.O. BOX 447 ADBL, GA 316Z0 '� (912) 896-7428 FRAME SUM.�ARY PAGE 1 ------------- DATE 2/ 2/Z000 • TIME 09:37:18 PRQJECT: SBS' 00-01-030"B" PROFESSIONAL AIRCRAFT � FRAME : Frame Number 1 FRAME TYPE IS SC LT SPAN (ft) 20,00 ' _ EAVE HEIGHT (ft) 21.33 ROOF SI.OPB (ft) 1.00 BAY SPACING (ft) 25,00 GIRT DEPTH (in) 8.00 PURLIN DEPTH (inj 8,00 FLANGE YIfiLD (KSI) 50.00 WEB YIEI�D (KSI) 50,00 � LIVE (SNOW) LOAD (psf) 12.00 SVOW I,OAD (psf) .00 WIND LDAD _ (psf) 27.7T AUX DEAD LOAD (psf) .00 DEAD LOAD (psf) 2,30 RAFTER FLANGE HRACE bOCATIONS For design purposes the rafter was assumed braced at purlins (numbered from left sidewail); • 1 2 3 4 COLUMN BRACIYG For design purposes the column Was assumed braced at girts (numbered from floor line): 3 � i � _ � - ��., � ' `��;� _ � �_ 1`� � " - - , °�� - - ^ ' STEEL BUILDIYG SYSTBMS, INC. P.O, BOX 447 � ADEL, GA 316Z0 (912) 89fi-7428 FRAME DESI6N PAGE 1 ------------ DATE 2/ 2/2000 TIHE 09:37:17 PROJBCT: S9S 00-01-030"B' PROFESSIONAL AIRCRAFT FRA�ME : Fra�e Number 1 STRBSS ANALYSIS FOR MEHBBRS: 1 - 1 LEFT EXTREMITY RIGHT EXTRBMITY WEB --------------------------------------------- --------------------------------•------------ ----- � PT A%IAL STRESS BENDING STRESS STRESS AXIAL STRESS BENDING STRESS STRESS SHEAR NO , COHPUTED ALLOwABLE COHPUTED A�LO�ABLE RATIO COHPUTED ALLOWABLE COMPUTED ALLOWABLE RATIO RATIO (KSI) (KSI) (KSI) (KSI) (KSI) (KS1� (KSI) (KSI) 1 .7B 21.51 .00 28,26 ,036 .78 Z1,51 .00 30.00 ,036 .150 2 -,70 30.00 -5.91 30,00 .Z20 -.70 30.00 5.91 10,26 .552 .098 3 -.70 30.00 -9.36 30.00 .335 -.70 30,Q0 9.36 10.26 .889 ,047 9 -.70 30,00 -10.35 30.00 .369 -.70 30.00 10.35 10.26 ,986 ,005 5 -,70 30.00 -8.89 30.00 .320 -,70 30,00 8.89 10.Z6 .643 .056 6 -.70 30.00 -8.87 30.00 .319 -.70 30.00 8.87 10.26 .842 .057 ' 7 -,70 30,00 -5.70 30.00 .214 -,70 30.00 5.70 10.Z6 ,533 .100 8 -.70 30.OD -.77 30,00 .099 -1.02 30.00 -,35 3D.00 ,046 ,14g GEOMETRIC PROPERTIES FOR HEMBERS: 1 - 1 S E C T I 0 N D E S C R I P T I 0 N FU1L SECTION PROPERTIES -------------------------------------------------------------- ------------------------------- P 0 I N T LEFT FLAYCE RIGHT FLANGE W E B MOM OF SECTION MODULU5 NO LOCATION WIDTH THK UNBR LGTH �IDTH THK UNBR LGTH THK HEIGHT S SPACE AREA INERTIA LEFT RIGHT (FT) (IN) (IN) (IN) ([N) (IN) (IN) (IN) (IN) (IN) (IN2) (IN4) (IN3) (IN3) 1 ,00 6.0 .250 88.0 6.0 ,250 208.0 .134 10.00 244.0 4.3 90.0 I7,15 17.15 2 3.50 6.0 .250 88,0 6.0 .250 Z08.0 .134 1D.00 244.0 4,3 90.0 17,15 17,15 3 7.00 6.0 .250 88.0 6.0 .250 208,0 .134 10.00 249.0 4.3 90.0 17.15 17.15 4 10.50 fi.0 .250 60.0 6.0 .250 209,0 ,134 10,00 244,0 4,3 90,0 17.15 17,1a S 14.00 6,0 .250 60.Q 6.0 .250 208.0 ,134 10.00 Z44.0 4,3 90.0 17.15 17,15 6 14.08 6.0 .ZSO 60.0 6,0 .250 208.0 .134 1Q.00 244.0 4,3 90.0 17,15 17,15 7 16,99 6.0 ,250 60.0 6,0 ,ZSO 208,0 .134 10.00 244,0 4.3 90.0 17,1'a 17.1"a � 8 19,95 fi.0 .250 31.4 6.0 .2�0 31.4 .134 10.00 244.0 4.3 90.0 17,15 I7.la FLAVCES WEB YIELD STRBSSES (K5I} 50.0 50,0 _ � � i� ��� � �f: ! - L' f ��` _ - - � � = <_ . , ST�EEL B�JILDIN� SYST�Ef(�, INC. _ P.O. BOX 447 ADEI,, GA 31620 (912) 896-7928 FRA�►IE llESIGN PAGE 2 """""'- DATE 2f 2/2400 TIME 09:37:17 PROJECT; SBS 00-01-030"B" PROFESSIOYAI. AIRCRAFT FRA�#B : Frame Number 1 PROPERTIES FOR STRESS AMALYSIS FDR MEMBERS: 1 - 1 I, E F T FI,ANCE RICHT FLANGE PT -------•------------------- --------------------------- YO CB L/RT LD/AF CB I,/RT LD/AF KL/RX KL/RY CM F'E 1 1.750 54,471 616,000 1.750 128.750 1456.000 53,613 61.137 .850 51.952 2 1.750 54,471 616,000 1.000 12B.750 1456.000 53.613 61.137 .850 51,952 3 1.750 54,471 616,000 1.Q00 128.750 1456.000 53,613 61.137 ,850 51.952 4 1.000 37.139 420.000 1.000 128.750 1456.000 53.613 41.685 .B50 51.952 5 1.00Q 37.139 420.000 1,000 128,750 1456.000 53.613 41.685 .850 51.952 6 1,000 37,139 420.000 1.000 128,750 1456.000 S3.fi13 41.685 .850 51.95a 7 1.000 37.139 420.000 1.000 128.T50 1456.000 53,613 41.68� .850 51.952 8 1.000 19,457 220,035 1.000 19.457 220.035 53.613 21.838 .850 51.952 � � � k' - � ' - = �� � . _ =� = - -- - STEEL BUILDINC SYSTEKS, INC, P,O. BOX 447 ADEL, CA 31620 (912) 896-7428 FRAME DESIGN PAGE 4 � ------------ DATE Z/ 2/2000 TI�E 09:37;17 �' PAOJECT: SBS 00-01-030"B" PROFESSIONAL AIRCRAFT FRAKE : Frame Number 1 STRESS ANALYSIS FOR MEMBERS: 2 - Z LEFT EXTREMITY RIGHT EXTREMITY WEB ----•---------------------------------------- --------------------------------------------- ----- PT ARIAL STRESS B$YDING STRESS STRESS A%IAL STRESS BENDING STRESS STRESS SHEAR NO COHPUTED ALLOWABLE COMPUTED ALLOWABLE RATIO COHPUTED ALLOWABLE COMPUTgD ALLOWABLE RATI� RATIO , (KSI) (KSI) (RSI) (KSI) (KS1) (KSI) (KSI) (KSI) 1 -,82 30.00 -.87 30.00 .056 ,2a 24.19 1,40 30.00 ,055 .224 2 .25 24.19 -4.89 30.00 .153 .25 24.19 4,89 30,00 ,171 .198 3 ,25 24.19 -4.94 30.00 ,155 .25 24.19 4.94 30.00 .173 .198 4 .29 24.19 -10.87 30,00 .352 .24 24.19 IO.B7 30,00 .370 .145 5 .24 2d.19 -14.95 3U.00 .489 ,Z4 24,19 14.95 30,00 .507 ,092 6 .24 24.19 -17.21 30.00 .564 ,24 24.19 17.21 30.00 .582 .039 7 .24 24.19 -17.22 30.00 .564 .24 24.19 17.22 30.00 ,582 .038 8 .24 24.19 -17.64 30.00 ,578 .24 24,I9 17,64 30,00 .59fi .013 GEOMETRIC PROPBRTIES FOR MENBERS: 2 - 2 S E C T I 0 N D E S C R I P T I 0 N FULL SECTION PROP$RTI$S ---------------•---------------------------------------------- --------------------------�---- P 0 I N T LEFT FLANGE RIGHT FLANGE W E B HOM OF SECTION HODULUS NO LOCATION WIDTH THK UNBR LGTH WIDTH THK UNBR LGTH THK HBIGHT S SPACE AREA INERTIA LEFT RIGHT (FT) (IN) (IY) (IN) (I�) (IN) (IN) (IN) (IN) (IN} (IN2) (IN4) (IN3) (IN3) 1 ,38 5.0 ,250 36.4 5.0 .250 31,8 ,134 10,00 107,8 3,8 76.9 14.64 14.64 2 1.42 5.0 .250 36.4 5.0 .250 31,8 .134 10.00 107.8 3.8 76.9 14.64 14.64 3 1.44 5.0 ,250 36,4 5.0 .250 31.8 ,134 10,00 107.8 3.8 76,9 14.64 14,64 4 3.60 5.0 .250 49,0 S.0 .250 49.0 ,134 1U.00 107.8 3.8 76,9 14,64 14,6Q 5 5,76 5.0 .250 99.0 5.0 .2a0 49,0 ,13k 10.00 107.8 3.8 76,9 14.64 14.69 6 7.93 5.0 .250 49,0 5.0 .250 49.0 .134 10.00 1�7.8 3.8 76.9 14.64 14.64 7 7.95 5,0 .250 49.0 5,0 ,250 49.0 ,134 10.00 107.8 3.8 76.9 14.64 14.69 8 8,98 5,0 .250 49.0 5,0 .2a0 49,0 .134 10,00 107.8 3,B 76.9 14.64 14.64 FLANCES WEB YIELD STRESSES (KSI) 50.0 50.0 - '�1 J_ !� G� � �.� " - �� __ � - 2� - - � � STEE1 BUILDIYG SYSTEMS, INC. P.O. BOK 447 ADEL, GA 31620 (912) 896-7428 FRANE DESIGY PAGE 5 ------------ DATE 2/ 2/2000 �'I TIME 09:3T:11 PROJECT: SBS 00-01-Q3�"B" PROFESSIONAI, AIRCRAFT FRAME : Frame Num6er 1 '�� PROPERTIES FOR STRESS AYALYSIS FOR MEMBERS; Z - 2 � � � L E F T FLANGE RIGHT FLANGE PT --------------------------- --------------------------• NO CB L/RT LD/AF CB I,JRT I,D/AF KL/RX KL/RY CM F'E � 1 1,100 27.365 305.522 1,100 23.904 266.876 51.033 27,293 .850 57,339 2 1.100 27,365 305,522 1,100 23,904 26fi.B76 51.033 27.293 .850 57.339 3 1,100 27.365 305.522 1,100 23.904 266,876 51,033 27.293 ,850 57.339 4 1,000 36.867 411.fi00 1.000 36,867 411,600 51.033 42,093 ,850 57.339 5 1.000 36.867 411.600 1.000 36,867 411.600 51,033 42.093 ,850 57.339 6 1.000 36.867 411.600 1..000 36.867 411.600 51.033 42.093 .850 57.339 T 1,000 36.86T 411.600 1,000 36.867 411.600 51.033 42.093 .850 57,339 B 1.000 36.867 411,600 1.000 36.867 411.600 51.033 42,093 .850 57.339 � I �_ � , ' �_ ��� . � _ - ��� __ - r. _ _ . ( __ . ,'� _ _ �� f � STEEL BUILDIYG SYSTE�S, INC. P,O. BOX 447 ADE1, GA 31620 (912} 896-74Z8 FRA�NE DESIGN PAGE 6 ------------ DATE 2/ 2/2000 TIHE 09:37:17 PROJECT: SBS 00-01-030"B" PROFESSIONAL AIRCRAFT FRA�fE : Frame Number 1 MBHBER FORCES FOR MEMDERS: 2 - 2 ABSOLUTE MOMENTS AND AXIAL FORCES PTMEMBER MAXIMOM --------------------------------------------------------------------------- NO NUHBER SHEAR HOMBNT AXIAL MOMBNT AXIAL MOKENT AXIA1 MOMENT A%IAL � (KIPS) (K-FT) (KIPS) (K-FT} (KIPS) (K-FT) (RIPSJ (K-FT) (KIPS) 1,OD+1.OL 1,ODt1.Ok� C1 1.OD+1.OW C1 1,OD+1.0z 1.OD+1.05 1.OD+ .SS+1.OW C1 1,OD+ ,5S+1,OW Cl 1.OD+1.05+ .5W C1 1.OD+1.OS+ .SW C1 1.OD+1,OS+1.OZ 1 2 4.36 -1.21 .27 1.71 .95 1.D6 -3.I6 -.20 ,05 -.20 .04 1.71 ,95 1.06 -3,16 .78 .49 .45 -1.56 -,20 ,05 2 2 3.8fi -4.44 .24 S,9T .94 3.69 -3.16 -.11 ,04 -.71 ,04 5.97 ,94 3.69 -3.16 2.72 ,49 1.58 -1.57 -.71 .04 3 2 3.86 -4.49 .24 6,03 ,94 3,73 -3,16 -,72 .04 -.72 .04 6.03 .94 3.73 -3,16 2.75 .49 1.60 -1.57 -,72 .04 4 2 2.82 -9.86 .17 13.Z6 .94 8,20 -3.17 -1.59 .03 -1.59 .03 13.26 ,94 8,20 -3.17 6.Q4 .48 ' 3.51 -1,67 -1.59 .03 5 2 1,79 -13.57 .11 18,25 .93 11.29 -3.18 -2.19 ,02 -2.19 .02 18.25 .93 11.29 -3.18 8.31 .47 4.82 -1,58 -2.18 .02 6 2 .75 -15.61 .05 21.00 ,92 12.99 -3.18 -2.51 .O1 -2,51 .Ol 21,00 ,92 12.99 -3,18 9,56 ,46 �� 5.55 -1.59 -Z.51 .Ol , 7 2 .75 -15.62 .0� 21.02 .92 13.00 -3,16 -2.52 .O1 -2,52 ,Ol 21.02 .92 13.00 -3,18 9.57 .46 5.56 -1.59 -2,52 ,Ol 8 2 .25 -16.00 .02 21,53 .92 13.32 -3.19 -2,58 .00 -2.58 .00 21.53 .92 13.32 -3.19 9,80 ,46 5,69 -1,59 -2,58 ,00 ;' � ��_ � � ( � �� � � ���� � _ STEEL BUILDIYG SYSTEMS, INC, P.O, 80X 447 ADEL, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 7 ------------ DATE 2/ 2/Z000 TIHE 09:37:17 PROJECT: SBS 00-01-030"B" PROFESSIONAL AIRCRAFT FRA�E : Frame Number 1 STRESS ANALYSIS FOR �E�BERS: 3 - 3 LEFT EXTREHITY RICHT EXTREMITY WEB --------------------------------------------- --------------------------------------------- ----- PT AXIAL STRfiSS BENDI�G STRESS STRESS AXIAL STRESS BEYDING STRESS STRESS SHEAR NO COMPUTED ALLOWAflLE COMPUTBD ALLOWABLB RATIO CO�PUTED ALLOWABLE COMPUTED ALLOWABLE RATIO RATIO (KSI} (KS1� (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) 1 -.64 30,00 .00 25.93 .028 -,84 30.00 ,00 30.00 .028 .233 2 .23 29.19 4.33 25.93 .175 .23 24.19 -4.33 30.00 .135 .203 3 .23 24.19 4,39 25.93 .177 .23 24.19 -4.39 30.00 .137 .202 4 ,23 29.19 11.24 25.93 ,441 .23 24.19 -11.24 30.00 .365 ,141 5 .24 24,19 15.64 25.93 .611 ,24 24.19 -15.64 30.00 .512 .079 6 .24 29,19 17.59 30,00 ,594 .24 24.19 -17.59 30.00 .577 .018 7 .24 24.19 17.60 30.00 .594 ,24 24.19 -17.60 30.00 .5T7 .018 B .24 24.19 17.64 30.00 .596 .24 29,19 -17,64 30.00 .578 .013 GEOMETRIC PROPERTIES FOR ME�{BERS; 3 - 3 S E C T I 0 N D E S C R I P T I 0 N FULL SBCTION PROPERTIBS -------------------------------------------------------------- ------------------------------- P 0 I N T 1EFT FLANGE RIGHT FLANGE W E 8 MOM OF SECTION HODOLUS YO LOCATION WIDTH THK UNBR bGTH WIDTH THR UNBR LGTH THK HEIGflT S SPACB AREA IYERTIA LEFT RIGHT (FT) (IY) (IN) (IN) (IN) (I�) (IN) (IN) (IN) (IN} (IN2) (IN4) (IY3) �IN3) 1 ,00 5,0 ,250 93.8 5,0 .250 44,8 ,134 1Q.00 120.4 3,8 76.9 14,64 14.64 � 2 1.25 5.0 .250 93.8 5.0 .250 44.8 .134 10.00 120.4 3,8 76,9 14.64 14.64 � 3 1,26 5,0 ,250 93.8 5.0 ,Z50 44,8 .139 10,00 120.4 3.8 76.9 14,64 14.64 4 3.77 5,0 .250 93.8 5,0 .250 49.0 .134 lO.OD 120.4 3.8 76.9 14.64 14.64 5 6,27 5.0 ,250 93,8 5,0 .Z�O 49,0 ,134 10,00 120,4 3,8 76.9 14,64 14,64 6 8.77 5.0 .250 49.0 5.0 ,250 49,0 ,134 10,00 120.4 3.8 76.9 14.64 19.64 7 8,79 5.0 ,250 49.0 5,0 .2�0 49.0 .134 10.00 120,4 3,8 76,9 14.69 14,64 8 10,03 5,0 .2a0 49.0 �,0 ,250 49,0 ,134 10.00 120.4 3.8 76,9 14.64 19.64 FLA�YGES WEB YIELD STRESSES (HSI� 50,0 50,0 ( j _\� J �__�i,.- - - i� `�����_ _ ; _ � _ _ � � -- = ' ' STEEL BUILDI�G SYSTBMS, INC, P.O. BOX 447 - ADEL, GA 31620 (912) 896-7428 FRAME DESIGY PAGE B """"---- DATE Z/ 2/2000 TIME 09:31;17 PROJECT; SBS 00-01-030"B" PROFESSIONAL AIRCRAFT FRAHE : Frame Number 1 PROPERTIES POR STRESS ANALYSI$ FOR MEMBERS: 3 - 3 L E F T FLA�GE RIGHT FLANGE PT ------- ------------------- ------------------------ � YO CB L/RT LD/AF CB I,/ftT LDJAF KL/RX KL/RY CH F'E � 1 1.1Q0 70.598 T88,188 1.100 33,73I 3T6.588 51.033 38.512 .850 57,339 2 1.100 70,598 788.188 1.100 33.731 376.588 51.033 38.512 .8�0 57.339 3 1.100 70,598 786,188 1.1U0 33,731 376,588 51,033 38.512 .850 57.339 4 1.100 70.598 788.188 1.000 36.867 411.600 51.033 42.093 .850 57.339 5 1,100 70,598 188.I88 1.000 36.867 411,600 51.033 42.093 .850 57.339 6 1.000 36,867 411.600 1.000 36,867 411,600 51.033 42.093 .850 57,339 7 1,000 36.861 411.600 1.000 36.867 411,600 51.033 42.093 ,BSO 57.339 8 1.000 36.B69 911.600 1.00D 36.867 911.600 51.033 42.093 .850 57.339 . � �_„� _ � �� - - , 2 l"-_�� -� __ • • STEEL $�ILDI�G SYSfiEKS, INC. P.O, BOX 447 ADEL, GA 31620 (912) 896-7428 FRA�KE DESIGY PAGE 9 - � -------- UAT� 2J 2/20QQ ' TIHE 09;37:17 PROJECT: SBS 00-01-U30"9" PROFESSIONAL AIRCRAFT ' FRA�'�� : Frame fii�mber I ' MEMBER FORCES FOR I�E�BERS: 3 - 3 ABSOLUTE MOMENTS AND AJ( IAL FORCES PT ME�BER MAXIRUM --------------------------------------------------------------------------- NO NUHHER SHEAR MOt�ENT AXIAL t{O�ifiNT AXIAL HOMENT A%IAL HOHBNT AXIAb � (KIPS1 {K-FT) (KIPS! (K-F'fJ (KIPS) (K-FT) (KIPS) (K-FTJ (!(IPSJ I.OD+I.OL 1.OD+1.OW CI 1.OD+l.OW CI 1.OD+l.OZ 1,OD+1.OS 1,OD+ ,5S+1,OW C1 1,OD+ ,55+1.OW C1 1,OD+1.QS+ ,5�' C1 I.OD+I.OS{ .5W Cl I.OD+I,OS+2.OZ 1 3 4.54 .Oq -,28 .00 .88 .00 -3.22 ,00 -.04 .00 -,05 .00 .88 .00 -3.22 .6Q .d2 ,00 -1,63 .00 -,04 _. Z 3 3.95 3.93 -,24 -5.29 .69 -3.2? -3.22 .63 -.Q4 .63 -,09 -5.29 ,89 -3.27 -3.22 -2.41 .43 -1.40 -1,62 .63 -.04 3 3 3.9� 3.9$ -.Z4 -5.35 .89 -3,3t -3.22 ,S4 -.04 .64 -.09 -5.35 .89 -3.31 -�.22 -2,44 .43 -1.42 -1.62 .64 -.04 9 3 2,14 I0.20 -.17 -13.72 .90 -8.49 -3,21 1.64 -.03 1.64 -.03 -13.72 .9Q -8.49 -3.21 -6,25 .94 -3.63 -1.62 1.64 -.03 5 3 I.55 14.19 -,10 -19,09 .90 -11.81 -3.20 2.29 -.Q1 2.29 -.Q2 -I9.09 .90 -11.81 -3.20 -8.69 ,�a ' -5.05 -1.61 2.29 -,O1 6 3 .35 I�,96 -.�Z -21.47 .31 -13.28 -3.19 2.57 .D� 2.57 ,00 -21,4'f .91 -13,28 -3.19 -9,77 ,46 -5.68 -1.60 Z.57 .QQ 1 3 ,34 Ia.96 -.02 -21,d8 .91 -13.29 -3,19 2,57 .00 2.57 .UO -2I.48 .91 -13.29 •3.19 -9,78 .46 -5,68 -1.60 2.�7 .00 8 3 ,25 16.00 .02 -21.53 ,92 -13.32 -3.19 2.58 .00 2.58 .00 -Z1.53 .92 -13.32 -3.I9 -9.80 .d6 -5,69 -1,59 2,58 .DO � � - l/. �/ , �-'' �� -� - ' ' STEEL BUILDING SYSTEMS, IYC. P,O. BOX 447 ADEL, GA 31fi20 (912) 896-7428 FRAME DESIGY PACE 10 ------------ DATE 2/ 2/2000 TI4E 09:37:18 PROJECT; SBS 00-01-030"8" PROFESSIONAL AIRCRAFT FRA��4E : Fr2me Number 1 FORCES ACTING ON SUPPORTS LOADINC COYDITION ------------------------- ------------------------------------------- SUPPORT HORIZONTAL VERTICAL MOPtENT � NO D E S C R I P T I 0 N NO (KIPS) (KIPS) (K-FT} 1 1.OD+1,OL 1 .00 3,39 .00 1 1.OD+1.OI, 4 ,QO 3.39 .00 TOTAL FORCES ACTING .00 6.78 TOTAL FORCES APPLIED .00 6,78 ' 2 1.OD+1.OW C1 1 1,32 -4.45 .00 2 1.ODt1.OW C1 9 ,50 -4.60 .00 TOTAL FORCES ACTINC 1.83 -9.OS TOTAL FORCES APPI,IED 1,83 -9.05 3 1.OD+1,Ob' C1 1 -Z,91 -3.06 .OD 3 1.OD+1,OW C1 4 -3.45 -2,53 .00 TOTAL FORCES ACTING -6.36 -5.60 TOTAI, FORCES APPLIED -6.36 -5,6U 4 1.OD+1,OZ 1 .00 .55 .00 4 1.OD+1.0z 4 .00 .55 .p0 TOTAL FORCES ACTIyG .00 1.09 TOTAI, FORCES APPLIED ,00 1.09 a 1.OD+1.OS 1 ,00 .55 ,00 a I,OD+I.OS 4 ,00 ,55 .00 TOTAL FORCES ACTING .00 1.09 TOTAL FORCES APPLIED ,00 1.09 6 I.OD+ .SS+I.OW C1 1 1.32 -4.45 ,00 6 1,OD+ .5S+I.01� C1 4 ,50 -4,60 .00 TOTA1 FORCES ACTINC 1.83 -9,05 TOTAL AORCES APPI,IED 1.B3 -9.05 7 1.OD+ .5S+1.OW C1 1 -2,91 -3.06 ,00 7 1,OD+ .5S+l.OW C1 4 -3.45 -2,53 .00 TOTAb FORCES ACTING -6.36 -5.60 TOTAL FORCES APPf,IED -6,36 -S.fiO 8 1.OD+l.OS+ .5W C1 1 ,66 -2,02 .00 . , , � . _ �� . _ /� ��d _ L�� � � • STEE1 BUILDIYG SYSTBMS, IVC. � P.O, 80� �d7 ADEb, GA 31624 (912f $9&-742$ FRAME DESIGN ' PAGE lI ._._.....__. �AT� �J 2J�000 TIMB ti9,37,1$ PROJECT: SBS 00-QI-030"9" PRpFB5SI0NAL AIRCRAFT FRAKE : Frame vuarber t PQBC�S ACTIN6 ON SUPPOR'FS 14ADING CQNDITIDY ---------------------•--- -------_...-------------------------------- SUPPORT HORIZONTAb VERTICAI� �iOMB�IT � NO D E S C R I P T I 0 N NO (KIP5) (KIPS} (K-FTj B l.OD+1.OS+ ,5W Ci d .25 -2.I0 .04 TOTAb FORGES ACTI�iG ,91 -4,12 TOTAL F4RCES APPLIED .91 -4,12 9 I.OD+I.OS+ .5W C1 1 -1.46 -1.33 .00 9 t.OD+I,OS} .SW C1 4 -1,72 -1,06 ,00 TOTAL FORCES ACTING -3,18 -2.39 TO'�AL FORCES APPLIBD -3.18 -2,39 10 I..flD+1.DSf1.02 1 .QR .55 .40 10 1.4D+1,OSt1,QZ 4 .04 .55 .00 1'QTAL PQRCES ACTING .Q4 1.09 TOTA1 FQRCfiS APPLIED .00 1.09 _ � �� .= _ _ � _ � �� ��� �-. e .-� Gs'T, .� ; r� ` ' -� - � : .' �°(., " � _u� .., . �.,.� - .. ' ' STEEL BUILDINC SYSTEMS, IYC, , P.O, BOX 447 ADEL, GA 31fi20 (912) 896-74Z8 FRAi4E DESIGY PAGE 12 ------------ DATE 2/ Z/2000 TIME Q9:37:18 PROJECT: SBS 00-01-030"B" PROFE5SIONAL AIRCRAFT FRAME : Frame Number 1 E�TERNAL M$MBER LOADS � UNIFORMLY LOADING CONDITION DISTRIBUTED LDADS C 0 N C E N T R A T E D L 0 A D S ----------•-------------- MEMBER -------------------- -------------------------------------- HO D E S C R I P T I 0 N NUMBER VBRTICAL HORIZONTAL LOCATION VEHTICAL HORIZONTAI, MOMENT � (KfFT} (K/FT) (PT) �KIPS) (KIPSf (K-FT} 1 1.OD+1.OL 1 ,000 .000 1 1.OD+l,OL 2 ,358 .000 1 1.OD+1,OL 3 .358 .000 2 1.OD+1.OW C1 1 .000 .130 2 1.OD+1.0� C1 Z -.4T7 -,521 2 1.OD+1,OW Cl 3 -,478 -.521 , 3 1.OD+1.OW C1 1 .000 -.286 � 3 I.OD+I.OW C1 2 -.295 -,338 3 1.OD+1.OW C1 3 -.295 -.338 4 1.OD+1.OZ 1 ,000 .000 4 1.OD+1.OZ 2 .058 .000 ' 9 1,OD+1,OZ 3 .058 .OQO 5 1.OD+1.OS 1 .000 .000 5 I.OD+I,OS 2 .058 .00U I � 1.OD+1.OS 3 .058 .000 , 6 1,OD+ .5S+1.OW C1 1 ,000 ,130 � 6 1.OD+ ,SS+1,OW Cl 2 -.477 -.521 6 1.OD+ ,SS+1.OW C1 3 -.918 -,521 , 1 I.OD+ ,5S+1.OW C1 1 .000 -.286 , 7 1.OD+ .5S+1.OW C1 2 -.295 -.338 T 1.OD+ ,SS+1,OW Cl 3 -.295 -.339 8 I.OD+I.OS+ .5W C1 1 .000 .O6S 8 I,OD+I,OS+ .5W C1 2 -.217 -.260 8 1.OD+1.OS+ ,5W C1 3 -.217 -.260 9 I.OD+I.OS+ .SW C1 1 .000 -.143 9 1,OD+1.OS+ .SW C1 2 -.126 -.1fi9 9 1.OD+l.OS+ .5W C1 3 -.126 -.169 :0 1.DD+1.OS+1.OZ 1 .000 .000 !0 1.OD+1.OS+1.OZ 2 .056 .000 :0 1,OD+1,OS+1,OZ 3 .058 .000 � _, . -� � -��- � � ���� - � _=.-�-���_ . . _- - _ -_ r f � � STEEL BUIIDI�G SYSTE�S, INC. P,O. 80X 447 AD�L, CA 3162Q (912� 896-742$ FRAME DESIGN PAGE I3 ------------ DATE 2J 2j2000 TI�B 09;37:18 PROJBCT: SBS 00-01-030"B" PROPESSiOYAL AIBCRAFT PRAMB : Frame Number 1 EXTER�AL J4INT LQADS bOADING C4NDITION d 0 I N T � 0 A D -------------------------- JOINT ----------.._..------------- �0 Il E S C R,I P I T I 0 N NU�iBER VERTICA� HORIZ0�1'�L MO�ENT (xIPSj (KIPS) (K-Ffi} - 4 I.ODiI.OZ 2 .00 10 1,OD+I,OS+1.02 2 .04 �-�...._— � � �� � . 3 � � STEEL BUILDING SYSTEMS, I�C. P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAME DESICN PAGE 14 ------------ DATE 2/ 2/20�0 TIHE 69:37:18 'ROJECT; SBS 00-01-030"B" PROFESSIONAL AIRCRAFT �RAME ; Frame Yu�ber 1 IE�tBER END TRANSLATIONS I,OADINGCONDITION EflD TRANSLATIONS ------------------------- --------------------------------------------- fEKBER NO D E S C R I P T I 0 N JOI,tT VEET HORZ JOINT VERT , HORZ - NO (IY� (IK) NO (IN) (I�) I 1 1.OD+1,01 1 .00 .00 2 -,O1 .00 1 2 1.OD+l,OW C1 1 ,00 .00 2 .Ol .00 1 3 1.OD+1.OW C1 1 .00 .00 Z .O1 -.O1 1 4 1.OD+1.OZ 1 ,00 ,00 Z .00 .00 1 5 1,OD+1.OS 1 .UO .00 2 .00 .00 1 6 1.0➢+ .55+1.0{� Cl 1 .OD .00 2 .O1 .00 1 7 1.OD+ .5S+1.OW C1 1 ,00 .00 2 .O1 -.O1 1 8 1.OD+1.OS+ .5W C1 1 .00 .00 2 .00 .00 1 9 1.OD+1.OS+ .5W C1 1 ,00 .00 2 .00 .00 1 10 1,OD+l,OS+1.0z 1 .00 ,00 2 ,00 .00 2 1 1.OD+1,UL 2 -.O1 .00 3 -.46 .04 2 2 1.OD+1.OW C1 2 .O1 .06 3 ,6Z -,05 Z 3 1.OD+1.OW C1 2 .O1 -,O1 3 .39 -.04 2 4 1.OD+1.OZ 2 .00 ,00 3 -.07 .O1 2 5 1,OD+1.OS 2 .00 .DO 3 -,07 .O1 2 6 1.OD+ ,SS+1.0� C1 2 .O1 .00 3 .62 -,65 2 7 1.OD+ ,5S+1.OW C1 2 .O1 -.O1 3 .39 -.04 2 8 1.OD+1,OS+ .5W Ct 2 ,00 ,00 3 ,28 -,02 2 9 1.OD+1.OS+ .SW C1 2 .00 .00 3 .17 -.02 2 10 1.OD+1,OS+1,OZ 2 .00 ,00 3 -.O7 ,O1 3 1 1.OD+1.OL 4 .00 .00 3 -,46 .04 3 2 1,OD+1,OW C1 4 .00 .00 3 .62 -.OS 3 3 1,OD+1.OW C1 4 .00 .00 3 .39 -,04 3 4 1.OD+1.OZ 9 .00 ,00 3 -.07 .O1 3 5 1.OD+1.OS 4 ,00 .00 3 -,07 .O1 3 6 1.OD+ ,5S+1,UW Cl 4 ' .00 .00 3 .62 -.05 3 7 1.QD+ .SS+1.OW C1 4 .DO .00 3 ,39 -.0� 3 8 1.OD+1.OS+ ,5W C1 4 .00 ,00 3 .28 -,02 3 9 1.Q➢+1,OS+ ,5W Cl 4 .00 .00 3 .17 -.02 3 10 I,OD+I.OS+I,OZ 4 ,00 ,OQ 3 -,07 .O1 ODULUS OF ELASTICITY (KS1) 29000.00 �� - __ J(� �- - �.-��� ' - ' ` STEEL BUILDIYG SYSTEMS, IYC. P.O. BOX 447 ADEL, GA 31620 (912� B96-7428 FRA�NE DESIGR PAGE IS ------------ DATE 2/ 2/2000 , TIME 09:37:18 �OdECT; SBS 00-Q1-030"B" PROFESSIONAL AIRCRAFT �AHE : Frame Number 1 ` 3KB FLANGE F L A v G E T H I C K FLANGE WIDTH TO THICKNESS FLC/WEB WEB �IQ THK/THK L E F T RIGHT L E F T RIGHT THICK �EB THICKNESS HT/THK MAR MIN KAX MIN MAX MAX MIN KAX MIY HIN �IY MAX HAg 1 2,5 .150 2.000 ,150 2.000 41.000 B.00Q 41,000 B.000 .900 .100 .875 236.000 � 2 a.5 ,150 2.Q00 .150 2,000 41.000 6.Q00 41.000 8.000 .900 .100 .875 236.000 - 3 2.5 .150 2.000 .150 2.000 41.000 8,000 41.000 8.000 .900 .100 .895 236.000 � / , ,' o v � 1i� ; - - � i •• STEEL BUILDINC SYSTEMS, INC, P,O, BOX 447 ADEL, GA 31fi20 (912) 896-9428 FRAME D�SIGY PAGB 16 __.._._.___. DATE 2/ ZJ2000 TIKE 09:37:18 PROJECT; SBS 00-01-030"B" PROFESSIONAL AIRCRAFT FRAME : Frame Nu�ber 1 KEMBER HEMBER �^ � �__ Y TYPE N0, LE�GTH WEICHT (FT) (LB) 1 1 19.95 E95. - Z B.60 112. 3 10,03 131, SUBTOTAL 538. HAUNCH 11. TOT�iL 38.59 549. DENSITY (I,B/IN3) ,2833 ; , � _ U �' � ^ � -��� _ � -"`. - �� _ . ' �, ' � ' STEEL BUILDING SYSTEKS, INC. P.O. BOX 497 AD�L, GA 31620 (912) 896-1428 FRA�E SUHMARY PAGE 1 ------------- DATE 2/ 2/2000 TIME 10:52:01 PROJECT: SBS 00-01-030"A" PROFESSIONAL AIRPORT FRAKE ; Frame Number 1 FRAME TYPE IS TC GB SPAY (ft) 100.00 . EAVE HEIGHT (Pt� 23.00 ROOF SLOPE (ft) 1.D0 ' BAY SPACING (ft} 25,00 GIRT DEPTH (in) 8.00 ', PURI,IN DEPTH (in) 8,00 , FI,ANGE YIELD (KSI) 50.00 WEB YIELD (KSI) 60.00 ' LIVE (SYOW) LOAD (psf) 12,00 � SNOW LOAD (psf) .00 ' WIND LOAD (psf) 28.37 AUX DEAD LOAD (psf� .00 DEAD LOAD (psf) 3.22 tAFTER PLANGE BRACE LOCATIONS For design purposes the rafter Was assueed - braced at purlins (numbered from left sidewall): � 1 2 3 4 6 810 ;OI,IIKN BRACING For design purposes the column was assumed � braced at girts (nvmbered from-floor line): Left sidewall: 3 Right sidewall: 3 i . ^ � I - . - ���� � _. . � . � STEEL BUILDING SYSTEMS, INC. P.O. BOX 447 ADEL, CA 31620 (912� 896-7428 FRAME DESIGN PAGE 1 ------------ DATE 2/ Z/2000 TIME 10:51:59 PROJECT: SBS 00-01-030"A" PROFESSIONAL AIBPORT FRA�KE : Frame Yumber 1 STRESS ANALYSIS FOR MEMBERS: 1 - 2 LEFT EXTREMITY RIGHT EXTREMITY �EB --------------------------------------------- --------------------------------------------- ----- PT AXIAL STRESS BENDING STRESS STRfiSS AxIAL STRESS BENDING STRESS STRESS SHEAR YO COMPUTED ALLOWABLE COKPOTED ALLOWABLE RATIO COMPUTED ALLOWABLE COMPUTE� ALLO�ABLE RATIO RATIO (KSI) (KSI) (RSI) (KSI) (KSI) (KSI) (KSI) (KSI� 1 2.20 24,70 .00 30,00 .089 2,20 24.70 .00 30.00 ,OB9 .417 Z -2.30 30.00 11.83 27,Z2 .356 2.02 24.59 7.30 18.71 .957 .443 3 -2,13 30.00 17,98 Z6,fi3 ,604 1.88 24,48 11.46 18.35 .687 ,535 4 -1.99 30.00 21.36 26.12 .751 1.75 29.37 14.03 17,98 .839 .620 5 -1.87 30.00 23.21 25.67 .842 1,63 24.26 15,71 17.61 .946 .699 6 -1.79 30,00 20.73 29.79 .686 1.56 24.39 15.39 17.48 .930 .699 7 -1.68 30.00 21.7fi 26.82 .755 1.46 23,98 16.51 17.05 1.017 .779 8 -1.58 30,00 23.20 25.52 .817 -1,58 30.00 -19.32 30.00 ,697 .884 �EOHETRIC PROPERTIES FOft MBMBERS: 1 - 2 S E C T I 0 N D E S C R I P T I 0 N FULI, SECTION PROPERTIES -------------------------------------------------------------- ------------------------------- P 0 I iV T LEFT FLANGE RIGHT FLA�ICE W E B �tOM OF SECTION MODULUS �0 LOCATION �'IDTH THK UNBR LGTH WIDTH THK UNBR LGTH THK HEIGHT S SPACE AREA INERTIA LEFT RIGHT (FT) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN2) (IN4) (IN3) (IN3) 1 ,00 8.0 ,313 88.0 8.0 .500 208.0 .188 12.00 251.8 8.8 Z67.5 36.10 49,53 2 3.16 8,0 .313 88.� B.0 .500 208,0 .188 15.86 251.8 9.5 477,1 49,89 67.10 3 6,32 8.0 .313 88.0 8,0 ,500 208.0 .188 19.72 251.8 10,2 7a6,3 64.74 8a,46 4 9.�8 8.0 .313 60.0 B.0 .500 206.0 ,186 23.58 Z51.8 10.9 1111.0 80.63 104.66 . a 12.64 8.0 ,313 60.0 8.0 .500 209.0 .188 27.49 251,8 ll,fi 1546,9 97.55 124,71 6 12.66 8.0 .375 60,0 B4O .500 208.0 ,188 27,46 251.8 12.1 1610.1 109.36 127,84 7 16,15 8.0 .375 60.0 8.0 .500 208,Q .188 31:73 251,8 12,9 2290.6 130,90 151.63 8 19.65 B.0 .375 27.5 8.0 .500 27.5 .188 36.00 251.8 13.8 3029.0 153.63 176.52 FLANGES WBB YIELD STRESSES (KSI) 50.0 50.0 . _ ^ _ � o2�'�a-_ _ � STEBL BUILDING SYSTEMS, INC. ' P.O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRAKE DESIGN PACE 2 ------------ DATE 2/ 2/2000 TIME 10:51:59 PROJECT; SBS 00-01-030'A" PROFESSIONAL AIRPORT FRAME : Frame Number 1 PROPERTIES FOR STRgSS AYALYSIS FOR MEHBERS: 1 - 2 L E F T FLANGE RIGHT FLAN6E PT --------------------------- --------------------------- v0 CB LJRT LD/AF CB L/RT LD/AF KL/BX KL/RY CM F'E 1 1.451 41,348 451.000 1.451 93.452 666.250 47.T53 44,201 .850 65.486 2 1.451 42,282 586,873 1.000 94.604 866,972 48.435 45,997 .85U 63,655 3 1.451 43.183 722,746 1.D00 95,762 1067,693 49.156 47.121 ,850 61.800 9 1.000 30.037 585.42Z 1.000 96.923 1268.415 49.870 33.671 .850 60,043 5 1.000 30,614 678,063 1.000 98.084 1469.136 50.559 34.767 .850 58.919 6 1.000 29.740 566.714 1,OQ0 98.511 1473.455 99,729 34,220 .8�0 60,366 7 1.000 30.262 652,107 1.000 99.817 1695.478 50,462 35,329 ,850 58,643 8 1.000 19.112 338.194 1.000 13.375 253.646 51,154 16.693 .850 57.068 , , - - ,, ` - l�J� s �=��;a - � STEEL BUILDING SYSTEMS, IYC. ' � P.O. BOX 447 � ADEL, GA 31620 (912) 896-7428 FRA;KE DESIGy PAGE �3 ------------ DATE 2/ 2/2000 TIME 10:51:59 'ROJECT: SBS 00-01-030"A" PROFESSIONAL AIRPORT �RAKE : Frame Number 1 :E�fBER FORCES FOR MBNBERS: 1 - 2 ABSOLUTE MOMENTS AND AXIAL FORCBS 'T MB+fBER MAXIMU►1 --------------------------------------------------------------------------- 0 MIHBER SHEAR MOMENT AXIAL MOMENT AXIAL MOMENT AXIAL MOHENT AXIAL (KIPS) (K-FT) (KIPS) (H-FT) _ (KIPS� (K-FTJ (KIPS� (K-FTJ (KIPS� I.OD+I.OL 1.OD+1,Ok! C1 1,OD+1,OW C2 1.OD+1.OZ 1,OD+1.OS 1.OD+ ,55+1.0� C1 I.OD+ .5S+1,OW C2 I.OD+I.OS+ .5� C1 , 1,0➢+1.OS+ .5W C2 1.OD+1.OS+1,OZ 1 1 15.77 .00 19.24 ,00 -21.78 .00 -11.36 .00 4.07 � .00 4.07 ,00 -Z1.78 .00 -11.36 ,00 -9.36 .00 -9,15 .00 4.07 1 2 15.77 .00 19.24 ,00 -15.50 .00 -5.07 .00 4.06 .00 4.07 .00 -15.50 .00 -5.07 .00 -6.22 ,DO -1.01 .00 4,08 2 1 15.3a 40.79 19,18 -49,17 -21.77 -33.12 -11,31 8.61 4.06 8.64 4.06 -49.17 -21.77 -33.12 -11.31 -21.34 -9.36 -13,32 -4.13 8.61 4.06 2 2 15.35 90.79 19.19 -26.53 -15,55 -10.49 -5.10 8,66 4.07 8.69 4.06 -26.53 -15,55 -10.49 -5,10 -10.03 -6.25 -2.00 -1.02 8.66 9.U7 3 1 14.93 81.59 19.12 -97.00 -21,76 -62.80 -11.27 17.23 4.05 17,2B 9.05 -97.00 -21.76 -62.80 -11.27 -42,Q2 -9,36 -24,91 -4.12 17,23 4.05 3 2 14.93 81.59 19.12 -55,98 -15.61 -21.98 -5.12 17,32 4.05 17.28 4.05 -55.98 -15,61 -21.78 -5.12 -21.51 -6.28 -4.40 -1.04 17,32 4,05 4 1 14.51 122.40 19.07 -143.51 -21,75 -89.02 -11.23 25.85 4.03 25.92 4.04 -143,51 -21.7a -89.02 -11.23 -62.03 -9.36 -34.78 -4,10 25.85 4.03 4 2 19.51 122.90 19.07 -88.35 -15,66 -33.86 -5.14 25.98 4.0� 25,9Z 4.04 -88.35 -15.66 -33.86 -5.19 -34.45 -6.31 -7.20 -1.05 25.98 4.04 a 1 14.09 163,21 19.01 -188.70 -21,74 -111,80 -11,18 34.47 4.02 34,56 9.03 -188.70 -21.74 -I11.B0 -11.18 -81,38 -9.36 -42.93 -4.08 34.47 4,02 a 2 14.09 163.21 19.01 -123.63 -15,71 -46.73 -5.16 34,64 4,03 34.56 4.03 -123.63 -15.71 -96.73 -5.18 -48.84 -6.35 -10.39 -1.07 34.64 4.03 6 1 14,08 163.43 19,01 -188,94 -21,74 -l1t.91 -11,18 34.51 4.02 - 34.61 4.03 -188.94 -21.74 -111.91 -11.18 -B1,48 -9.3fi ` -42.97 -4.08 34,51 4.02 6 2 14.OB 163.�3 19.01 -123.82 -1a.11 -46.80 -5.16 34.69 9.03 " 34.61 4.03 -123,82 -15,71 -46.80 -5.16 -48,92 -6.35 -10.41 -1.07 34.69 9.03 �� 7 1 13.62 208.59 18.94 -237.36 -21,73 -133.07 -11.14 4�.05 4.01 � - - 44.17 4.01 -23T.36 -21.73 -133,07 -11.14 -102.10 -9.36 -49.96 -4.06 49.05 4.01 }� � ' � ' 2 13,62 208.59 18,99 -166.2fi -15.77 -61,97 -a,1B 44.27 4.02 � ✓p�.V`� ' 44,17 4.01 -166.26 -1�.77 -61,97 -a,18 -66.5a -6.38 -19.41 -1,09 94.27 9.02 �__ - - Qa����� s v � 00'fi 99'ES OI'I- 88'BI- I6'9- 96'S9- iZ'S- II'8L- £8'SI- 9ti'ZIZ- DO'V 6L'£5 00'6 98'ES IZ'S- II'8E- E8'SI- 9Z'ZIZ- 8B'Bi 9L'ESZ G9'EI Z 8 00'� 6S'ES fi0'6- �8'65- I 9E'6- I6'ili- 60'tt- ZO'OSI- IL'IZ- GI'68Z- OD'Y bt'ES , 00'6 6S'ES 60'II- ZO'OSI- il'IZ- LI'�9Z- 88'8I 9L'ESZ L9'EI � I 8 � STEEL BUILDING SYSTEMS, INC. ' P.O, BOX 441 ADEL, GA 31620 (912) 896-T428 FRANE DESIGY PAGE 4 ------------ DATE 2/ 2/2000 TIME 10:51:59 ROJECT: SBS 00-01-030"A" PROFESSIONAL AIRPORT RA�KE ; Frame Nu�ber 1 1'RESS ANALYSIS FOR MEMBERS: 3 - 4 I, EFT EXTREMITY RIGHT EXTREMITY WEB t AXIAI, STRESS BENDING STRESS STRESS AXIAL STRESS BEYDING STRESS STRESS SHEAR IO COMPUTBD ALLOWABI,E COMPUTED ALLOWABLE RATIO COMPUTED ALLOWABI,E COMPUTED ALLOWABLE RATIO RATIO (KSI) (KSI) (KSI) (KSI) (KSI) (RSI) (KSI) (KSI) 1 -1.18 30.00 23,20 25.47 .872 1,13 22,26 20.94 25.47 .B66 .507 2 -1.25 30.U0 20.81 26.00 .759 1.19 Z2.06 19.03 26.00 .778 .4Z2 3 -1,34 30.00 18.07 26,31 .642 1.26 21.76 16.81 26.31 ,687 .345 � -1.44 30.00 14.65 26.66 .509 1.34 Z1.29 14.18 26.66 .582 .275 a -1.86 30.00 18.87 22,59 .773 1.74 19.56 18,02 22.59 .875 .652 i -1.99 30.00 14.45 23.04 .561 1.84 18,22 14.36 Z3.04 .703 .S1B 1 -2.15 30.00 10.13 23.59 ,359 1.95 17,62 9.88 23.54 .503 .400 :3 -2.32 30.00 5,74 24.09 ,161 2.09 16.57 4.13 24.09 .2B8 -,297 80METRIC PROPERTIES FOR MEMBERS; 3 - 4 S E C T I 0 N D E S C R I P T I 0 N FULL SECTION PROPBRTIES -------------------------------------------------------------- ------------------------------- ' 0 I N T LEFT FLA;YGE RIGHT FLANGE W E B MOM OF SECTION MODULUS l I,OCATION WIDTH THK UNBR I,GTH WIDTH THK IINBR LCTH THK HEIGHT S SPACE AREA INERTIA LEFT RIGHT (FT) (IN) (IN) (IN� (IN) (IN)' �IN) (IN7 (IN) (IN) (IN2) (IN4� (IN3) (IN3) 1.32 8.0 .313 24.7 8,0 .313 8.9 .250 36.00 244.0 14.0 2620.3 143.09 143.09 � 4.6� 8.0 .313 60.0 B.0 .313 60.0 .250 32,67 244.0 13,2 2086.6 125.33 125.33 ' 7,98 8.0 .313 60.0 8.0 ,313 60,0 .250 29.34 244.0 12,3 1625.9 108.50 106.50 11.31 8,0 .313 60,0 8.0 .313 60,0 .250 26.02 244.0 11.5 1233.4 92.59 9Z.59 11,33 8.0 ,250 60.0 8.0 .250 60.0 .188 26.00 244,0 8.9 963.7 72.73 72,73 14.33 8,0 ,250 60.0 B.0 .250 60.0 .16B 23,00 244.0 B,3 730.7 62.19 62.19 ' 17,33 8.0 ,250 60.0 8,0 .250 120.0 .168 20.00 294.0 7.7 535.1 52.20 5Z.20 ZD,33 B.0 .250 60.0 8.0 .250 120.0 .1B8 17,00 244.0 7.2 379.3 42.78 92.78 FLANGES WEB ELD STRESSES (KSI) 50,0 50,0 .. s �-��-� �� � STEEL BUILDING SYSTEMS, INC. ' P,O. BOX 447 ADEL, GA 31620 (912j 896-7428 FRA�B DESIGV PAGE a ------------ • DATE Z/ 2/Z000 TIME 10:52:00 30JECT: SBS 00-01-030"A" PROFESSIONAL AIRPORT RAHE : Frame Number 1 30PERTIES FOft STRESS ANALYSIS FOR MEMBBRS: 3 - 4 L E F T FLANGE RIGHT FLANGE r --------------------------- ---------------------•----- - } CB L/RT LD/AF CB I./RT LDJAF KL/RX KL/RY CM F'E ! 1.240 13.552 362,469 1.240 4.890 130,T88 4Z.157 6.463 ,850 84.025 : 1.000 32.289 799,132 1.000 32.289 199.132 45.616 42.129 .850 71,139 3 1.000 31,704 719.264 1.000 31.704 719.Z64 50.237 40.780 .850 59,169 ': 1.000 31.108 639.395 1.000 31.108 639.395 55.700 39.384 .650 48.133 � 1.000 30,809 794.990 1,000 30.809 794.990 55.347 38.686 ,850 48,748 i 1,000 30.29Z 704.993 1.000 30.292 T04,993 61.515 37.942 .850 39.462 ' 1.000 29,765 614.997 1,000 59.529 1229.993 69.410 36.154 .850 30.996 1.000 29.228 525.000 1.000 58.457 1050.000 79,916 34.819 .850 23.382 � �, --a0�� STEEL BUILDINC SYSTEKS, iYC. • � P.O. BOX 447 ADEL, GA 31620 � (912) 99fi-7428 FRAME DBSIGY PAGE 6 ------------ DATE 2J Z/2000 TIME 10:5Z:00 �OJECT: SBS 00-01-030"A" PROFESSIONAL AIRPORT tA�E ; Frame Number 1 iMBER FORCES FOR ME�BERS: 3 - 4 ABSOLUTE MOMENTS AND AXIAL FORCE.S ' MEMBER MAxIMUM --------------------------------------------------------------------------- ) NUMBER SHEAR MOMENT AXIAL MOMENT AXIAL MOMBNT AXIAL NOMENT AXIAL (KIPS) (K-FT) (KIPS) (K-FT) (KIPSj (K-FT) (KIPS) (K-FT) (KIPS) 1.OD+1.OL 1,OD+1,OW C1 1.OD+1.OW C2 1.OD+1,OZ . 1,OD+1.DS 1.OD+ .55+1.0I� C1 1.OD+ ,5S+1,OW C2 1,OD+1.OS+ ,SW Cl 1.OD+1.OS+ .SW C2 1.OD+1.OS+1.OZ 1 3 18.58 249.66 15.86 -276.6fi -I6.47 -192.04 -5.61 52.72 3.37 52.87 3.36 -276,66 -16,47 -142.04 -5.61 -118.49 -6,97 -51.18 -1.54 52,71 3,37 1 4 18.58 249.66 15.86 -213.49 -16.54 -78.88 -5.68 53.00 3.37 52.87 3.36 -213.49 -16.54 -78,88 -5.68 -86,90 -7.01 -19.60 -1.58 53.00 3.37 2 3 17,U1 198.76 15.71 -217.39 -16.49 -110.41 -5.63 41,95 3.33 42.09 3,33 -219.39 -16.49 -110,41 -5.63 -92.90 -7.00 -39.41 -1.51 41.95 3.33 I� 2 9 17.01 198.76 15,71 -172.21 -16.57 -65,23 -5.71 42.21 3.33 42.09 3.33 -172,21 -16.57 -65,23 -5.71 -70,31 -7.04 -16.82 -1.60 42.21 3,33 i 3 3 15.43 152.01 15.56 -163.37 -16.52 -81.66 -5.66 32.06 3.30 I 32.19 3.29 -163.37 -16.52 -91,66 -5.66 -69.60 -7.02 -28,75 -1.59 32.06 3.30 3 9 15.43 152.01 15.56 -134.10 -16.59 -52,39 -5.73 32.30 3.30 32.19 3,29 -13�.10 -16,59 -52.39 -5.73 -54.97 -7.06 -14.11 -1.63 32.30 3.30 I 3 13.86 109.42 15.90 -11�.59 -16.54 -55.78 -5.68 23.06 3,27 23.1T 3.26 -114,59 -16.59 -55.78 -5.68 -46.60 -7.05 -19.19 -1.62 23.05 3.27 ! 4 13.86 109,43 15.40 -99.17 -16.62 -40,36 -5.76 23.28 3.27 23,17 3.26 -99.17 -16.62 -40,36 -5.76 -4Q.89 -9.08 -11,4B -1.65 23.28 3.27 i 3 13.85 109.2Z 15,40 -114.35 -16,54 -55.66 -5.68 23.01 3.27 23.13 3.26 -114.35 -16,54 -55,66 -5.68 -48.50 -7.05 -19.15 -1.62 23.01 3.27 i 4 13.85 109.22 15.40 -99.00 -16.62 -90.30 -5.76 Z3.23 3.27 23,13 3,26 -99.00 -16,62 -40.30 -5.76 -40.82 -7,08 -11.47 -1.65 23.23 3.27 i 3 1Z.43 74,41 15.26 -74,89 -16,57 -34.81 -5,70 1�,65 3.24 15.76 3.23 -74.89 -16.57 -34.81 -5,70 -31.53 -7.07 - � -11.49 -1,64 15.65 3.24 - � ; 4 12,43 74,41 15,26 -70.24 -16.64 -30.1T -5.78 15.85 3.24 15,76 3.23 -70.29 -16,64 -30,17 -5.78 -29,21 -7,11 �' -9.17 -1.68 15.85 3.24 1 ' 3 11.02 42,99 15.13 -39.69 -16.59 -16.31 -5.73 9.01 3.21 `� 9.10 3.Z0 -39,69 -16.59 -16.31 -5.73 -16.43 -7.09 � ( � -9.74 -1.66 9.01 3.21 I � ��� D� � 4 11,02 42,99 ,1a,13 -44.07 -16.66 -20.69 -�.80 9,19 3.21 9,10 3,20 -44,07 -16,66 -20.69 -a,80 -18,62 -7.13 -6,93 -1.70 9.19 �.Z1 ��-��-� - - _ � s 8I'E SZ'E ZL'I- �L'6- SI'L- SO'6- 28'S- L8'II- 89'9I- L�'OZ- LI'E 9i'E 8i'E 5Z'E Z8'S- G8'Ii- 89'9I- G6'OZ- 66'tii ti6'YI 09'fi b B 8I'£ 80'E 89'i- Zi'i It'L- Bi'E- St'S- Si'- t9'9I- Y6'B- Li'C 9i'£ BI'£ BO'E Sl'S- Si'- i9'9i- 6L'8- 66'�i 66'�i 09'6 � E 8 STEEL BUILDING SYSTEMS, INC. '� ' P.O. BOX 447 ADEL, GA 31620 (91Z) 896-7425 FRANE DESIGY PAGE 7 ------------ DATE 2/ 2/2000 TIMB 10:52;00 PROJECT: S9S 00-01-030"A" PROFESSIONAL AIRPORT FRA�E : Frame Number 1 STRESS ANALYSIS FOR MEMBERS: 5 - 6 LEFT EXTRE � ITY RIGHT EXTREMITY WEB --------------------------------------------- --------------------------------------------- ----- PT AXIAL STRESS BENDING STRESS STRESS AXIAL STRESS BENDING STRESS STRESS SHEAR , YO COMPUTED ALLOWABLE COMPUTED ALLOWABLE RATIO CO�PUTED ALLOWAB6E COMPUTED ALLOWABLE R�TIO RATIO (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) 1 -2,58 30.00 6,09 22.93 .180 2.30 16,38 4,45 22.93 .322 .883 � Z -2.48 30.00 -5,66 30.00 .271 -2.48 30.00 5.66 22.66 .167 .822 ' 3 2.16 16.79 9.05 22.40 ,503 -2.42 30.00 11,57 22.40 .43fi .744 4 2.09 16.81 13.14 E2.16 .691 -2.36 30.00 15.63 Z2,16 .627 .647 a 2.09 16,81 13.16 22.16 - .692 -2.36 30.00 15.65 22.16 .627 ,647 6 2.02 16,76 16.10 21,85 .834 -2.30 30.00 18,34 21.85 ,763 ,546 7 1.96 16.65 17.80 21,44 .927 -2,24 30,00 19.64 21.44 .841 .460 8 1.90 16.50 18.50 21.03 .976 -2.18 30.00 19.B0 21,03 .869 .373 9 1.90 16.49 I8.50 21.03 .976 -2.18 30.00 19,80 21.03 .869 ,372 10 1.84 16.33 18.92 20.64 .988 -2.13 30,00 19.13 20.64 .855 .280 tl 1,79 16.14 17,76 20,25 .973 -2.09 30,00 17,81 20.25 .810 .184 �Z 1.7� 15.94 16.62 19,29 .957 -2.04 30.00 15,96 19.B5 .736 .365 ;EOMETRIC PROPERTIES FOR MEMBERS: 5 - 6 S E C T I 0 N D E S C R I P T I 0 N FUI,L SECTION PROPERTIES -------------------------------------------------------------- ------------------------------- P 0 I N T LEFT FLANGE RIGHT FLANGE W E B MOM OF SECTI0�1 �ODULUS IQ I,OCATION WIDTH THK UNBR LGTH WIDTH THK ONBR LGTH THR NEIGHT S SPACE AREA INERTIA LEFT RIGHT (FT) (IN) (IN) (IN) (IN) (IN) (IN) (I�f) (IH) (IN) (IN2) (IN4) (IN3) (IN3) 1 .00 8.0 .250 60.0 8,0 ,250 120.0 ,134 17,00 333.0 6.3 352.6 40.30 40.30 2 3.00 B,U .250 60.0 8.0 .Z50 120,0 ,134 18.30 333.0 6.5 412.6 43,91 43.91 3 5,99 8.0 .250 60.0 8.0 .250 120,0 ,134 19,59 333.0 6.6 478,0 47,58 41,58 � 8.99 8.0 .250 60.0 8,0 ,250 120.0 ,134 20.89 333,0 6.8 549.0 51.34 51,34 a 9.01 8,0 .250 fi0,0 8.0 .250 120.0 .134 20.90 333,0 6.8 549,4 51.36 51.3fi 6 12.25 8.0 .250 60.0 B.0 .250 120.0 .134 22,30 333,0 7.0 632.7 55.51 55.51 7 15.50 8.0 ,250 60,0 8,0 ,250 120.0 .134 23.70 333.0 7.2 722.9 59.74 59.74 8 18.74 8.0 .25� 60.0 B.0 .250 120.0 .134 25.10 333.0 7.4 820.2 64.07 64.07 9 18.76 8.0 .250 60.0 B4O .250 120.0 .134 25.11 333.0 7.4 820.7 64.09 64.09 0 21,T5 8.0 .250 60.0 B4O .Z50 120.0 .134 26.41 333,0 7.6 91T.1 68.16 68.16 1 24,75 8.0 .250 60.0 8.0 .250 120.0 ,134 27,70 333.0 7,1 1019.8 72.31 72.31 2 27.75 8.0 .250 12,0 B.Q .250 120.0 .134 29.00 333.0 7.9 1126.9 76.54 76,5� FLAYGES tdEB - - I@LD STRESSES (KSI) 50,0 50,0 . �� �-� '� 0 STEEL BUILDIYG SYSTEKS, INC. ' P.O. BOX 447 ' ADEL, GA 31620 (912) 896-7428 � FRA�4E DESIGN PAGE 8 ------------ DATE 2/ Z/2000 TIHE 10:52:00 • ROJECT: SBS 00-01-030"A" PROFESSIONAL AIRPORT RA�E ; Fra�e Number 1 ROPERTIES FOR STRESS ANALYSIS FOR MEMBBRS: 5 - 6 L E F T FLANGE RICHT FLAYGE T --------------------------- --------------------------- 0 CB L/RT LD/AF CB L/RT LDJAF KL/RX KL/RY CM F'E 1 1.00D Z8.348 525.000 1.000 56.696 10�0.000 77.004 32.568 .850 Z5.184 Z 1,000 28.521 563.885 1.000 57.041 1127.770 72.168 33.016 .850 28.672 3 1,000 28,692 602.769 1.000 57.384 1205,539 67,948 33.459 .850 32.344 � 1.000 28.862 641.654 1.000 57.725 1283.308 64.232 33.895 ,850 36.195 •i 1.000 28.863 691.873 1,000 57.727 1283.745 69.212 33.898 .850 36.218 6 1.000 29,047 683.958 1.00Q 58.093 1367.915 60.659 34.369 ,850 40.565 1 1.000 29.229 726,042 1,000 58.457 1452.Q85 57.509 34.823 .850 45.152 3 1.000 Z9,410 768.127 1.000 58.819 1536.255 54.695 35.277 .850 49.817 � 1.000 29,411 768,346 1.000 58.821 1536.692 54.682 35.280 .850 49.992 l 1.000 29.577 807,230 1.000 59.154 1614.461 52.337 35.694 .850 54.517 l 1.000 29.742 896.115 1.000 59.484 169Z.230 50.201 36.1Q3 ,850 59.254 � 1.000 5.961 1T7,000 1.000 59.613 1770.000 48.247 7.302 .850 64.151 � �� ����J��� � STEEL BUILDING SYSTE�S, INC. ` P.O. BOX 447 ADEI,, GA 31620 (912) 896-7428 FRAME DESIGN PAGE 9 ------------ DATE 2/ 2/Z000 TI4E 10:52:00 ?ROJECT: SBS 00-01-030"A" PROFESSIONAL AIRPORT ?RAKE : Frame Yumber 1 :dBMBER FORCES FOR MEMBERS: 5 - 6 ABSOI,UTE MOMENTS AND AXIAL F6RCES 'T ME�lBER MAXIM(J�t --------------------------------------------------------------------------- t0 NUMBER SHEAR MOMENT AXIAL MOMENT AXIAL HOMENT AXIAI, MOMENT ARIAL (KIPS) (K-FT) (KIPS) (K-FT� (KIPS) (K-FT} (KIPS) (K-RTJ (KIPS) 1,OD+1.OL 1.OD+1.OW C1 1.OD+1.OW C2 1,OD+1.OZ 1.OD+1.OS 1.OD+ ,5S+1.OW Cl 1.OD+ .5S+1.OW C2 1.OD+1.05+ ,5W Cl 1,OD+1.OS+ .5W C2 1.OD+1.OS+1.OZ 1 5 10.53 14.94 14.46 -8.74 -16.04 -.14 -5.96 3.08 3.07 3.16 3.06 -8.7� -16.04 -.14 -5.46 -3.18 -6.87 1.12 -1.58 3.08 3.07 1 6 10.53 14.94 14.96 -20.9T -16.23 -11.87 -5.65 3.25 3.07 3.16 3.06 -20.47 -16.23 -11.87 -5.65 -9.05 -6.97 -4.75 -1.68 3,25 3.07 2 5 9,11 -12.18 14.39 20.70 -16.05 14.62 -5.47 -2.65 3.05 -2.58 3.OS 20,70 -16.05 14.62 -5.47 9.3B -6.88 6.34 -1.59 -2.65 3.05 2 6 9.I1 -12.18 14.39 3.33 -16.24 -2.T5 -5.66 -2.51 3.05 -2.58 3.05 3,33 -16.24 -2,75 -5,66 .69 -6.98 -2.34 -1.69 -Z.51 3.05 3 5 7.70 -35.90 14.32 45.89 -16.06 27.05 -5.48 -7.67 3.04 -7.60 3,03 95.89 -16,06 27.05 -5.46 20.09 -6.89 10.67 -1,60 -7,67 3,04 3 6 7.70 -35.90 14,32 24.56 -16.26 5.72 -5.67 -7.54 3.D4 -7.fi0 3,03 24.56 -16.26 5.72 -5.67 9.43 -6.99 .00 -1.70 -7,54 3.04 9 5 6.29 -56,22 14.24 66,85 -16.07 37.16 -5,49 -11,96 3,02 -11.91 3.02 66.85 -16.07 37.16 -5.49 26.96 -6,9D 14.11 -1.61 -11.96 3.02 9 6 6,29 -56,22 14.29 43.22 -16.27 13,53 -5.69 -11,85 3.02 -11,91 3.02 43,22 -16,27 13,53 -5.69 17.14 -7.00 2.30 -1.71 -11.85 3.02 a 5 6,28 -56.32 14.24 66.96 -16.07 37.21 -5,49 -11.98 3.02 -11.93 3.02 66,96 -16.07 37.21 -5.49 29.00 -6.90 14.13 -1.61 -11.98 3,02 � 6 6.28 -56.32 14.29 43.32 -16.27 13.57 -5.69 -11.87 3.02 -11.93 3.02 43.32 -16,27 13.57 -5.69 17.18 -7,00 2,31 -1.71 -11.67 3.02 6 5 4,97 -74.45 14.16 84.89 -16.08 45.52 -5.50 -15,81 3.00 -15.71 3.00 84.84 -16.08 45.52 -5.50 36.50 -6.92 16.84 -1.63 -15.81 3.00 - � 6 6 4,97 -74,g5 14.16 60.6Z -16.28 Z1.29 -5,70 -15.72 3.01 " r ' -15.77 3.00 6Q.62 -16.28 21.29 -5,70 Z4.39 -7.01 � � ' 4.73 -1.72 -15.72 3.01 7 5 3.99 -B8.59 14,OB 97.76 -16.10 51.10 -5.52 -18.79 2.99 ` � � -18.76 2.98 97.76 -16.10 51,10 -5.52 41.84 -6.93 18.51 -1,64 -18.79 2.99 ����� � i 6 3.94 -88.59 14.08 74.91 -16.29 26.24 -�.71 -18.72 2,99 - -18,76 Z,98 7�.91 -16,29 28,24 -a.71 30,91 -7,03 - 7.08 -1.74 -1B,72 Z.99 - 8 5 � 3.02 -98.75 14.00 105.72 -16.11 53.96 -5.53 -20.93 2.97 ' -20,91 2.9fi 105.72 -16,11 53.96 -5.53 45.01 -6.94 19.13 -1.65 •Z0.93 2.97 8 6 3,02 -98.75 14.00 86.20 -16.31 34.43 -5.72 -20.88 2,97 -Z0.91 2.96 66.20 -16,31 34.43 -5.92 35.25 -7.04 9.37 -1,75 -20,88 2.97 9 5 3.01 -98.99 14,00 105.75 -16.11 53.96 -5.53 -20.94 2.97 -Z0.92 2.96 105.T5 -16.11 53.96 -5.53 45,02 -6.94 19.13 -1.65 -20.94 2,97 9 6 3.01 -98.79 14,00 86.25 -1fi.31 34.46 -5.72 -20.89 2.97 � -20.92 2.96 86.25 -16,31 34.46 -5.72 35.27 -7.04 9.38 -1.75 -20.89 2.97 10 5 2.16 -104.61 13.93 108.66 -16.12 54,17 -5.54 -22.16 2.96 -22.15 2.95 108,66 -16.12 54,11 -5.54 46,02 -6,95 16.77 -1.66 -2Z.16 2,96 l0 6 2.16 -104.61 13,93 93.99 -16.32 39,49 -5.74 -22.13 2.96 � -22.15 2.95 93.99 -16.32 39.99 -5.79 38.68 -7.05 11.43 -1,76 -22.13 2.96 II 5 1.35 -107.02 13.85 107.34 -16.13 52.05 -5.55 -22.66 2.94 -22.66 2.93 107.34 -16.13 52.05 -5,55 45.16 -6.97 17.52 -1.68 -22.66 2.94 � ll 6 1.35 -107.02 13.85 99,17 -16,33 43.8T -5,75 -22,65 2,94 -22.66 2.93 99.17 -16.33 43.87 -5.75 41.08 -7.06 � 13.43 -1,77 -22.65 2.94 l2 5 2.56 -106.03 13.78 101,78 -16.14 47,6Q -5.56 -22.44 2.92 -22,45 2,92 101,78 -16.14 47.60 -5,56 42,46 -6.98 15.37 -1.69 -22.44 2.92 i2 6 2.56 -106.03 13.78 101.78 -16.34 47.60 -5.76 -22.44 2.92 -22.45 2.92 1D1.78 -16.34 41.60 -5,76 42.46 -7,OB 15.37 -1.78 -22,44 Z,92 r - � - �.-�c�-� 5TBEL BUILDIKG SYSTENS, INC. r ` P.O. BOX dd7 ADEL, GA 3I620 (912) 89fi-7426 FkA��B DESIGY PAGB i0 ------------ DATE 2/ Z/�404 TIME 10:52:40 tOJECT: SB5 00-01-030"A' PROFESSIONAL AIRPORT tA��E : Frame Number 1 )RCES ACTING ON SOPPORTS bOADIYG G4YDITIQ� •----------------------- ------------------------------------------- . SUPPORT HORIZONTAL VBRTIEAL NOMENT ) D E 5 C R I P T I 0 N NO (KIP5} (KIPSj (K-FT) t i.OD�I.OL 1 -I3.8I I8.60 .00 i 1,OD+1.OL 7 13.$1 18.60 ,00 TOTAL FORCES ACTI�G .00 39,20 TQTAL FORCES APPLIED .00 37.20 ' 1.OD+1.OW C1 1 16.79 -Z1.OQ .4� ; 1.OD+1,OW C1 7 -8.66 -15.10 .00 TOTAL FORCES ACTING 8.12 -36,11 TOTAL FORCES APPLIED 8.12 -36,11 1 i.ODtl.6� C2 1 11,55 -10,$2 .QO � 1.QD+1.4W C2 7 -3.43 -4.92 .00 TOTAL FORCBS ACTING 8.12 -15.?3 TOTA� FORCES APPLIED 8.12 -15,73 I�OD+I.OZ 1 -2,92 3.94 .00 I.OD+I.OZ 7 2.93 3.99 .00 TOTAL FORCES ACTI�G .Ol 7.86 TOTAL FORCES APPLIED .Ol 9,88 1.OD+1.45 1 -2.92 3.94 .04 1,OD+1.05 7 2.92 3.94 ,00 TOTAL FORCES ACTING .00 7.86 TOTAb FORCE5 APPLIED .00 7.88 t,OD+ .SS+1.OW CI 1 I6.79 -21.00 .00 I.OD+ .55+1.0� Cl 7 -$.66 -25.10 ,OQ TQTAL FQRCES ACTING $.12 -36.11 TOTA� FORCBS APPLIED 8,1� -36.11 1.OD+ .5S+1.OW C2 1 11:55 -10.82 .00 I,DD+ ,�S+I,OW C2 7 -3.93 -4.92 .00 TOTAL FORCES ACTINC 8,12 -I5.73 TOTAL AOkCES APPLIED 8.12 -15.93 _ 1.QD+l.qS+ .5W G1 1 7.30 -9.QZ .00 � � --�b -� STEEL BUILDIYG SYSTEMS, INC. ' � P.O. BOX 447 ; ADEL, CA 31620 (912) 896-7428 FRA�NE DESIGN PAGE 11 ------------ DATE 2/ 2/2000 TIME 10:52:00 ')JECT; SBS 00-01-030"A" PROFBSSIONAL AIRPORT �I �KE ; Frame Number 1 �'I 3CES ACTING ON SUPPORTS LOADING CONDITION � ----------------------- ------------------------------------------- SUPPORT HORIZONTAL VERTICAL MOMBNT � D E S C R I P T I 0 N NO (KIPS) (KIPS) (K-FT) � 1.OD+1.OS+ ,5W C1 7 -3.23 -6.07 .00 TOTAL FORCES ACTING 4.06 -15.10 TOTAL FORCES APPLIED 4.06 -15,10 1.OD+1.OS+ .5W C2 1 4.66 -3.93 .00 1,OD+1.OS+ ,5W C2 7 -.62 -.98 .00 TOTAL FORCES ACTING 4,06 -4.91 TOTAL FORCES APPLIED 9.06 -4.91 1.OD+1,OS+1.OZ 1 -2.92 3.94 .00 1.OD+1.OS+1.OZ 7 2.93 3.99 .00 TOTAL FORCES ACTING .O1 7.88 TOTAL FORCES APPLIED .O1 7.BB _ ' _� � - �--ao -��; STEEL BUILDIYG SYSTEMS, INC. ' � � P.O. BOX 447 ADEL, GA 31620 (912� 896-7428 FRAME DESIGN PAGE 12 ------------ DATE 2/ 2/2000 TIME 10:52:00 JECT: SBS 00-01-030"A" PROFESSIONAL AIRPORT HE ; Frame Number 1 . ERYAL MEMBER LOADS UNIFORMLY LOADING CONDITION DISTRIBUTED LOADS C 0 N C E N T R A T E D L 0 A D S ---------------------- MENBER -------------------- -------------------------------------- D E S C R I P T I 0 N NU�iBER VERTICAL HORIZONTAL LOCATION VERTICAL HORIZONTAL MOMENT (K/FT) (K/FT) (FT) (KIPS) (KIPS) (K-FT) 1.OD+1.OL 1 .381 ,000 I.OD+I,OL 2 ,361 .D00 1.OD+1.OL 3 .381 ,000 , 1.OD+1.OL 4 ,381 .000 I 1,OD+1.OL 5 .381 .000 ' 1.OD+1,0� 6 ,381 .000 � 1.OD+1.OW C1 1 .060 .133 I.OD+I.OW C1 2 .060 .293 ' 1.OD+1.OW C1 3 -.472 -,532 1.OD+1,OW C1 4 -.285 ,346 , 1.OD+1.OW C1 5 -.471 -.532 1.OD+1.OW C1 6 -.285 .346 I,OD+I.OW C2 1 .060 .346 1,OD+1.OW C2 2 .061 .080 1,OD+1.OW C2 3 -.259 -,319 1.OD+1,OW C2 4 -.072 .133 � 1.OD+1.O�f C2 S -.259 -,319 1.OD+1.OW C2 6 -.072 .133 1.OD+1,OZ 1 .OB1 .000 1.OD+1.OZ 2 ,081 .000 1.OD+1,0z 3 ,081 .000 1.OD+l,OZ 4 ,081 .000 I,DD+I.OZ 5 .081 .000 I.OD+1.0z 6 .081 .000 1.OD+1.OS 1 .OB1 .000 1,DD+1,OS 2 ,081 ,000 1.OD+1.05 3 .081 .000 1.OD+1.OS 4 .081 .000 1.OD+1,OS 5 .OB1 .000 I,OD+I.OS 6 ,OB1 .000 1.OD+ ,SS+1.OW C1 1 ,060 .133 1,OD+ ,SS+1.OW C1 2 .060 .293 I,ODt ,5S+1.OW C1 3 -.472 -.53Z 1.OD+ ,5S+1.OW C1 4 -.285 .346 l.OD+ .5S+1,OW Cl 5 -.471 -,532 - � - _ � I,OD+ .5S+1,OW C1 6 -.285 .346 - , � � S^ � � � � � � STEEL BUILDIYG SYSTEKS, INC, ` � � � P,O. BOX 447 ADEL, GA 31620 (912) 896-1428 FRAKE DESIGN PAGE 13 ------------ DATE Z/ Z/2000 TIME 10:52:00 )JECT; SBS 00-01-030"A" PROFESSIONAL AIRPORT �NE : Frame Number 1 �_ � ' fERNAL MEMBER LOADS UNIFORMLY LOADIYG COYDITION DISTRIBUTED LOADS C 0 N C E N T R A T E D L 0 A D S ----------------------- NEMBER -------------------- -------------------------------------- D E S C R I P T I 0 N NUMBER VERTICAL HORIZONTAL LOCATION VBRTICAL HORIZONTAL MOHENT (K/FT) (K/FT) (FT) (KIPS) (KIPS) (K-FT) 1.OD+ ,SS+1.OW C2 1 .060 .346 1.OD+ .5S+1,OW C2 Z ,061 .OBO 1.OD+ .5S+1.QW C2 3 -.259 -.319 1.OD+ .5S+1.OW C2 4 -.072 .133 1,OD+ .5S+1.OW C2 5 -.259 -,319 1.OD+ ,5S+1,OW C2 fi -.072 ,133 1.OD+1.OS+ ,5W Cl 1 .061 ,067 1.OD+1,OS+ .5W C1 2 ,061 ,14fi I.OD+1,05+ .5W C1 3 -.2Q6 -.266 1,OD+1.OS+ ,5W C1 4 -.112 ,173 1.OD+1.OS+ ,SW C1 5 -.205 -.266 1,OD+l,OS+ ,5W C1 6 -.112 .173 1.OD+1.OS+ .5W C2 1 .061 .173 1.OD+1.OS+ .5W C2 2 .061 ,046 ' 1.OD+1,OS+ ,5W C2 3 -.099 -.160 1,OD+1,OS+ ,5W C2 4 -.006 .067 1.OD+1.OS+ ,SW C2 5 -.099 -.160 1.OD+l.OS+ ,5W C2 6 -.006 .066 1.OD+1.OS+1.OZ 1 .081 ,000 I.OD+I.OS+I.OZ 2 .081 .000 1.OD+1.OS+l.OZ ' 3 .081 .000 1.OD+1.OS+1.OZ 4 .081 .000 I.OD+I.OS+I,OZ 5 ,081 .000 1.OD+1,OS+1,OZ 6 .081 ,000 . .. � �`��- � STEEL BUILDIYG SYSTEMS, IYC. ' ' � � P,O. BOX 447 ADEL, GA 31620 (912) 896-7428 FRA�E DESIGN PAGE 14 ------------ DATE 2/ 2/2000 TIMB 10:52:00 JECT: SBS 00-01-030"A" PROFESSIONAL AIRPORT KE : Frame Number 1 ERYAL JOINT LOADS lOADING CONDITION J 0 I N T L 0 A D ----------------------- JOINT ---------------------------- D E S C R I P I T I 0 N NUMBER VERTICAL HORIZONTAL MOMENT _ (KIPS) (KIPS) (K-FT) I.OD+I.OZ 2 ,O1 1.OD+1.OS+1.OZ 2 .O1 r I s . _ -� . . . ���� � � , ,. , � STEEL BUILDI�G SYSTEHS, INC, - P.O, BOX 447 ADEL, GA 31620 ' (912� 896-1428 �� FRA�E DESIGN PAGE 15 ------------ DATE 2/ 2/Z000 TIME 10:52:01 IECT: SBS 00-01-030"A" PROFBSSIONAL AIRPORT fE : Fra�e Number 1 )ER END TRANSLATIONS LOADIYG CONDITION g N D T R A N S L A T I 0 N S lER NO D E S C R I P T I 0 N JOINT VERT HORZ JOINT VERT HORZ NO (IN) (IN� NO (IN) (IN) ' ( 1 1.OD+1,OI, 1 .00 ,00 2 ,00 -.37 _ 2 I,OD+I.OW C1 1 .00 .00 2 -.O1 ,52 � 3 I,OD+l.OW C2 1 .00 .00 2 -.O1 .34 4 1.OD+1.OZ 1 ,00 .00 2 .00 -,07 ', ( 5 1.DD+1.OS 1 ,00 .00 2 .00 -.08 '. 6 1,OD+ ,5S+1.OW C1 1 .00 .00 2 -.O1 .52 , 7 1.OD+ ,5S+1.OW C2 1 ,00 .00 Z -.O1 .34 B 1.OD+1.OS+ .5W C1 1 .00 .00 2 ,00 .23 9 1.OD+1.OS+ .5� C2 1 .00 ,00 Z .00 .14 _ 10 1.OD+1,OS+1.OZ 1 .00 .00 2 .00 -.07 ' : 1 1.OD+1.OL 7 .00 .00 6 .OQ .37 ' 2 1,OD+1.OW C1 7 .00 ,00 6 ,00 -.18 ' 3 1.OD+1.OW C2 7 .00 .00 6 .00 .00 4 1,QD+1.OZ 7 ,00 ,00 6 .00 ,08 5 1.OD+l.OS 7 .00 .00 6 .00 .08 6 1.OD+ .5S+l.OW C1 7 .00 .00 6 .00 -.18 7 1.OD+ .5S+1.OW C2 7 .00 .00 6 .00 .00 8 1,OD+1.OS+ ,5W C1 7 .00 .00 6 .00 -.O6 9 1.OD+1.OS+ .SW C2 7 .00 .00 6 ,00 .03 10 I.OD+l.OS+I.OZ 7 .00 .00 6 .00 .OB 1 1.OD+1.OL 2 ,00 -.37 3 -1.99 -.14 2 1.OD+1,OW Cl 2 -.O1 .52 3 2,10 .28 3 1.OD+1.OW C2 2 -.Ol .34 3 1,08 .21 9 1,OD+1.OZ 2 .00 -.OT 3 -.42 -,03 � 1.OD+1.OS 2 .00 -.OB 3 -.42 -.03 6 1.OD+ ,SS+1,OW C1 2 -.O1 .52 3 2,10 .28 7 1,OD+ .5S+1.OW CZ 2 -.O1 .34 3 1.08 .21 8 1.OD+1.OS+ ,5� C1 2 ,00 .23 3 .89 .13 9 1.OD+1.OS+ ,5W C2 2 .00 .14 3 .38 .09 10 1,OD+1,OS+1.OZ 2 ,00 -.07 3 -,42 -,03 • 1 I.OD+I.OL 6 .00 .37 � -1.99 ,14 2 1.OD+1,OW C1 6 .00 -.18 a 1.77 .02 3 1,OD+1.OW C2 6 .00 ,00 a .75 .D9 9 I.OD+I.OZ 6 .00 .08 a -,42 .03 5 1.ODf1.OS fi .00 .OB a -.42 .03 _ - - � 6 1.OD+ ,SS+I.OW C1 6 .00 -.18 a 1,7T .02 - - s � �o � �� STEBL BUILDIYG SYSTEMS, IYC. , , � � P,O. BOX 4�7 �ADEL, GA 31620 (912� 896-7428 FRA�ME DESIGN , PAGE 16 ------------ DATE 2/ Z/Z000 TIME 10:52;01 JECT: SBS 00-01-030"A" PROFESSIOYAL AIRPORT NE : Frame Number 1 9ER END TRANSLATIONS LOADINC CONDITION E N D T R A N S L A T I 0 N S , ------------------------- --------------------------------------------- 3ER NO D E S C R I P T I 0 N JOINT VERT HORZ JOINT VERT HORZ NO (IY) (IN) NO (IN} (IN) 1 7 1,OD+ .55+1.0� C2 6 ,00 .00 5 .75 .09 1 8 1.OD+1,OS+ .SW C1 6 .00 -.06 5 .73 ,02 I 9 1.OD+1.OS+ .5W CZ 6 .00 .03 5 .a2 ,05 I 10 1.OD+1.OS+1.OZ 6 .00 .OB 5 -.42 .03 .i 1 1.OD+1.�L 3 -1.99 -.14 4 -4,45 .00 � 2 1,OD+1,OW C1 3 2.10 .28 4 4.32 .16 i 3 1.OD+1.OW C2 3 1.08 .21 4 2.02 .16 i 4 1.OD+1.OZ 3 -.42 -,03 9 -.94 .00 i 5 1.OD+1,OS 3 -.42 -.03 4 -.94 .00 .i 6 1.OD+ .5S+1.OW C1 3 2.10 .28 4 4.32 .16 i 7 1.OD+ ,SS+1.OW C2 3 1.08 .21 4 2.02 .16 i B 1.OD+1,OS+ .5W C1 3 .89 .13 4 1.81 .OS i 9 1,OD+1.05+ .5W C2 3 .36 .09 4 .66 .08 � 10 1.OD+1.OS+1.OZ 3 -.42 -.03 4 -.94 .00 � 1 1.OD+1.OL S -1.99 .14 4 -4.45 .DO � Z 1,OD+1.OW C1 5 1.97 ,02 4 9.32 .16 i 3 1.OD+1,OW C2 5 .7� .09 9 2.02 .16 i 4 I,OD+1.02 5 -.42 .03 4 -.94 .00 � 5 1.OD+1.OS 5 -.42 .03 4 -.94 .00 , fi 1,OD+ .SS+1,OW Cl 5 1.77 .OZ 9 4.32 .16 � 7 1.OD+ ,SS+1,OW C2 5 .7S .09 4 2.02 .16 � 8 1.OD+1.OS+ .SW C1 5 .73 .02 4 1.81 .08 � 9 1,OD+1.OS+ ,SW C2 5 ,22 .05 4 .66 .08 � 10 1.OD+1.OS+1.OZ 5 -.42 .03 4 -.94 .00 :LUS OF ELASTICITY (RSI) 29000.00 � - s ; _ ��-�.�_��� � �. � • STBEL BUILDING SYSTEMS, INC. P.O, BOX 447 ADEL, GA 31620 (912} 896-7428 FRAME DBSIGN PAGE 17 �, ------------ DATB 2/ 2/Z000 I TIME 10:52:01 i JECT: SBS 00-01-03�"A" PROFESSIOYAL AIRPORT KE : Frame Number 1 � B FLANGE F L A N G E��T H I C K FLANGE WIDTH TO THICKNESS FLG/WEB WEB I THK/THK L E F T RIGHT L E F T RICHT THICK WEB THICKNESS HT/TNK MAX MIN MAX MIN MAX MAX MIN MAX MIN �iIN MIN MAX MAX 2.5 .150 2.000 ,150 2.000 41.000 B.000 41.000 8.000 ,900 .100 .875 236,000 _ 2.5 ,150 2.000 .150 Z.000 41.000 B4O00 41.000 8.000 .900 .100 .875 236.000 'I 2.5 .150 2.000 .150 2,000�, 41.OU0 8.000 41.000 8.000 .900 .100 .875 23fi.000 I _� , - „- rJ - . .� �v � ��� + s I T . � a STEEL BUILDING SYSTE�S, INC. �, F.O, BOX 447 � ADBL, GA 31620 � (912} 836-742$ � FRA��fE DESIG�'Y PAGE 16 � """""�' DATE 2/ 2/2Q00 TIME 10:52:01 PROJBCT. SBS OQ-01-030"A" PROPESSIO�JAL AIRPORT FRA�ME ; Frame Number 1 ME!(BER �fEMBER � � TYPE N4. I,ENGTH WEIGHT � c��� c�Br 1 19.65 7�7. 2 19.65 747. 3 19.42 6&0, 4 19,02 680. � 5 27.75 663. • 6 27,75 669, S�B'fOTAL 4191, HAUNCH 272, TOTAL 132.83 44fi3. DfiNSITY (LB/IN3j .2833 i I � � ��'��-Y � `� a t__.. ;3fI.r�G`�.' :? - L�G111� d)T'SCR�F"�Z�Y�I ��IC_ �'�orrsszor�n.r� 11II:CR�1I'�' P��1IN�r�N��vcr .. TA�I,`_4"�0 11PRIL 30, 2_OQO r,�c���, z��sc�z�_RD�rX��J: � Y"LAFlC,U:�A.1 BS 7�ti • JI Commc�nce at: the NorthwesL cori2er o� Sec�ion 13, Township 2G South, Itany� 21 I:ast, Pasc.o County, Florida; thence rT_ P9°54 ' 37"�. along tYze Nort�.�. 7_ir�e of s�id Section 13 a C�1S�c121CF3 of 1, ?39 .57 f.eei:; th.�nce S .UO°07 ' 19"E. � c�istance of "1, 068 .9:� fe��t; thenc� N. Ci9°5<< ' 37"�. parallel to th� Nor�h laa�e o� saic� Section J.� a c�ist�nce o� 421_29 feet; thence S . O�J°7_n ' 49"�. a. distance o_� 1.;L0 .00 �eet; thence N. 89°41 ' 11"E. a clisi:ance o:F 62�3.85 F�eL; t��e�ce N.00°1�3 ' 49"W. a distance of 13y . E37 ieet t=o the Nox�ther_ly �rJ,g�� c�:E a taxiway for a POINT UF B�GINNING; thAnce con�inue N.�O°:L�3 ' �9"W. a distance of 7.35.13 :�eeL� tl�ence AT. 4t3°27_ ' 10"T' . , � c?i.st_ance of 374. �31. .feet to -the WesterJ._y eclge oL a. taxiway; �t.lience along said Westerly edge th� fo].low�_ng courses; S . �:1.°37 ' 50"E. a di�tance of �Ul .50 :�eet to the b�ginni�ig oL a curvc� concave to the Southwest hzvizig a l2�dius of 173.QO feet, Chord Bear:ing of � . 21°09 ' 5�"W. , 120.97 fee�i�; t}rence along the arc a distance ol "1"L3 . 58 ree.t i:o tki� J�e��i_xanin.g o� a curve concave to the �loxth�uest izavix�g a Rac�ius of ��� .OU feet, Chord Bearing of S .44°17 ' 57"W. , 90.51 �'ee�t tlzezice along the arc a dis�tance ' of 100 . 53 feei::; therice S .�39°17 ' S7"W. a distance o.f 526.10 feet to thc poir.,� of beginnii�.g_ `.��C}i��Tki�� L31f.'�.'�� �n easement �or_ iiic�.ress and egress aver ai�.d acr_oss ��he Following descril:.aecl �_�nd.s: �Cca�.�a.ir►c�ra.c:�.aas� a�L- �ti�e aforexueii�ki.Qz�ed. I'oint of beginning; thence �I�.00°li3 ' 49"��1. a disi:�nce o:E 235 .13 fee�t; thence N.4B°7_2 ' 10"E. �. distance c�i 35. 69 �eet #_or � POINT OI' BFGINNING OF EASEMEPI`.L'; �t�zenca �T. 43"29 ' 51"[n1. a distance o.f 195 .52 feet; thence S. �5°59 ' 44"W. a clist�zice af 27. 45 feet to the Westerly l a_i�.e o L Parcc�l "A" ; Lk��r�c,� Tv'.�i°�4 ' 1:�"i�7 . aJ_ozlg said G�lesterl.y ].irze a dist��nc�� �n:f: _1. �.00 feet; thence N. 45°59 ' 44"I:. • a dista.nce oi' 44. 6,f3 .feet; �th�rzce 5 .43°29 ' 51"E. a distance of 714 .26 �ee�t �to the Soutller_l;� 1 i.ne of said Parcel "A" ; thence 5 .48°77 ' 10"W. �lang said linc a clistance o:E 18.00 feet to the poin�t c�i beginning. i Said p�rcel containiriy 4. 43 a�_,r_e� �iare or less.