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FRAME LINES: <br />1 2 3 <br />RIGID FRAME: MXIMUM RBC110NS, ANM Ban, & BASE Pubs <br />NOTES FOR REACTIONS <br />RELEASE <br />HSTORT <br />r <br />Coumn-Reoc+ions(k ) <br />1. All loading conditions are examined and only moximum/minimum <br />M <br />,- <br />ND. <br />C - <br />COI UN LINE Frm Call Load Hmax V Load Hmin V Boll Base-Ratefin) Bev. H or V and the corresponding H or V are reported. <br />Line line Id H Vmax Id H Vmin Oty Dia width Length Thick <br />(in) <br />J <br />DATE <br />- - - <br />2. Positive reactions are as shown in the sketch. Foundation loads <br />4 D 3 1.6 0.0 6 -20 -1.8 4 0.750 8.000 8000 0375 <br />0.0 are in opposite drections. <br />14 0.2 2.1 4 -1.6 -27 <br />3. Bracing reactions are in the plane of brace with the H pointing <br />� a <br />4 A 7 2.0 -12 2 -1.6 O0 4 0.750 8A00 B ODO 0375 <br />0.0 al <br />away from the braced bay. The vertical reaction is downward. <br />ve+nr <br />14 -0.2 2.1 5 1.6 -17 <br />4 C 9 0.0 -35 9 00 -3.5 4 0.750 8.000 8.000 0375 <br />0.0 4. Reaction values shown are unfactored. <br />APPRVL <br />12 0.0 42' <br />4 B 11 0.0 -35 11 0.0 -3.5 4 0.750 8.000 BLOOD 0375 0.0 5. Loading conditions are: <br />13 0.0 42 <br />1 Dead+Collateral+Live <br />2 Dead+0.611fimd-Leftl <br />4 ileftl <br />RIGID FRAME: BASIC COLUMN RFACDON4 (k) <br />O.6Oead+o 6 <br />NOTES <br />5 0.6Deod+0.6M4nd_Rightl <br />Frame Column ----- Dead --Collateral- ----- Uve---wind_Left1--VAMJtightt---wind_Left2- <br />6 O.60ead+0.6Mnd_Left2 <br />H <br />H <br />Line Line Horiz Vert Hartz Vert Horiz Vert Hartz Vert Horiz Vert Horiz Vert <br />7 0.6Dead+0.6wind_Right2 <br />1 D 0.7 19 0.8 12 3.4 72 -11B -19.2 -1.6 -12.4 -11.0 -13.0 <br />8 0.6Dead+0.6wind_Long1L <br />IV <br />IV <br />1 A -0.7 Ib -01 12 -3.4 72 1.6 -124 11.8 -192 0.8 -6.2 <br />9 0.6Dead+0.6wind_Lang1R <br />MAW <br />10 0.6Dead+0.6Wind_Long2L <br />EWA <br />Frame Column-wndj?ot2---wnd_Langl-WnLLong2-Seismic-LeN Seismic -light 11 0.6Dead+0.6wnd_Laagq2R <br />Line Line Horiz Vat Horiz Vert Horiz Vert Hard Vert Horiz Vert <br />12 Dead+Col1ateral+F3PAT_LLI <br />I D -0.8 -61 -2.8 -172 -4.1 -119 -0.1 -0.1 0.1 0.1 <br />13 Deod+CoIWerol+FVAT 1i 2 <br />RIGID FRAME: <br />MAXIMUIL REACllons, MCHOR BOLTS, k BASE <br />PLATES <br />I A 11.0 -13.0 4.1 -1.19 2.8 -17.2 -0.1 0.1 0.1 -0.1 <br />14 Dead+Callateral+F3PAT_1_3 <br />Column-Reoctions(k) <br />FromeColumn ----- Dead---0olMerol- ----- Urn---wind_Let1--YAnal-R htl---Wind_Ldt2- <br />15 0.6Dead+0.6wind.6ght2+0.6wind_Sue6on <br />16 0.6Deod+0.6wnd_Pressure+4.61Mnd_Long2L <br />U <br />Frm <br />Col <br />Load <br />Hmaz <br />V load <br />Hmin <br />V <br />Bdt(in) Base P in) Bev. <br />Line Une Horiz Vert Horiz Vert Horiz Vert Noriz Vert Noriz Vert Horiz Vert <br />17 lead+0.6wnd� ht2+0.6VAr�Suctm <br />Line <br />Line <br />Id <br />H <br />Vmax Id <br />H <br />Ymn <br />Oty Da width Lee n Thick (u) <br />2r D 0.7 1.8 OE 1.8 3.27.0 -8.8 -15.0 -1.0 -10.1 -&0 -8.7 <br />18 0.60ead+0.6wnd1+0.6Wnd .Suction <br />_ <br />p A -0.7 1.8 -0.8 1.8 -3.2 7.0 I.0 -10.1 8.8 -15B 0.3 -3.9 <br />19 0.6Deod+0.6wnd-Pmw rc+0.6wnd-Long1L <br />(D CAI <br />1 <br />D <br />1 <br />5.0 <br />10.7 4 <br />-6.7 <br />-105 <br />4 0.750 BLOOD 1050 0.500 0.0 <br />Frame Column -wind-Right2---wind-Longl-Wind..Lorg2-Seismic_Left Seismic3ight -Seismic-Long <br />10 0.6Dead+0.6windJtight1+0.6Wind_Suctan <br />� N <br />Line Line Horiz Vert Hors Vert Horiz Vert Noriz Vert Horiz Vert Horiz Vert <br />0 L <br />Ln <br />1 <br />A <br />5 <br />U-10.5 <br />1 <br />-5.0 <br />10.7 <br />4 0.750 8.OD0 1050 0.500 0.0 <br />2' D -0.3-39 -1.4 -16.4 -2.4 -142 -0.1 -0.1 0.1 0.1 0.0 -0.2 <br />BUILDING BRACING REACTIONS <br />• - <br />1 <br />-5.0 <br />10.7 5 <br />6.7 <br />-105 <br />2- A 8.0 -83 2.4 -14.2 1.4 -16.4 -0.1 0.1 0.1 -0.1 0.0 -0.2 <br />-� <br />-+r�-) <br />Frame Column ----- Dead -collateral- ----- Live---wnd_Leta--y6rd-R'ghtl---MFnd_Left2- <br />i Reactions(k) Pane_%ear <br />-wall - Col -Mind - -Seismic lb/ft) <br />0 I, <br />RIGID FRAME: <br />MAXIMUM REACTIONS, ANC110R Ban k BASE <br />PATES <br />Line Line Horiz Vert Horiz Vert Hod Vert Hartz Vert Hodz Vert Hartz Vat <br />4 D 0.0 0.4 0.0 0.3 0.1 11 -2.6 -4.9 26 -0.7 -14 -15 <br />Loc Lane Une Harz Vert Harz Vert w Seis Note <br />L J <br />Column-Reoctions(k) <br />4 A 0.0 0.4 OA 03 -0.1 11 -16 -0.7 2.6 -49 -1.9 0.7 <br />4 C 0.0 0.7 0.0 0.6 0.0 25 U -4.3 0.0 -63 0.0 -75 <br />- - - - - - - - - <br />L EW 1 N <br />a J <br />(n Ll_ <br />L3_ <br />Fm <br />Col <br />Load <br />Hmax <br />V Load <br />Hmin <br />V <br />Bolt(in) Base--Plate(in) Elev. <br />4 B 0.0 0.7 0.0 0.6 0.0 2S 0.0 -6.3 0.0 -43 0.0 -4.6 <br />F_SW A 2,3 51 3.0 0.3 02 <br />Line <br />- <br />Line <br />Id <br />- <br />H <br />Vmax Id <br />- <br />H <br />Vmin <br />Oty (No width Length Thick (in) <br />(h) <br />- <br />4 0.750 8000 10.75 0.375 0.0 <br />Frame Column -wind-Right2---wind-Long1--MFmdJjorg2-Seismic_LeR Seismic -Rot F3PAT-L-1- <br />B�SW 0 3.2 &1 3.0 0.3 0.2 <br />2r <br />D <br />1 <br />4.7 <br />10.6 4 <br />42 <br />-7.9 <br />Une Line Honz Vert Harz Vert Horiz Vert Horiz Vert Horiz Vat Hartz Vert <br />2 <br />A <br />5 <br />4.8 <br />8 <br />1 <br />-0.4 <br />-4.7 <br />-8.8 <br />10.6 <br />4 0.750 8000 10.75 0315 0.0 <br />4 0 1.9 0.7 1.6 -3.5 0.9 -32 -0.1 -0.1 0.1 0.1 0.0 1.1 <br />4 A 3.4 -3S -0.9 -3 2 -1.6 -3.5 -0.1 0.1 0.1 -0.1 0.0 -01 <br />(h)K* frame at end" <br />_0 U <br />1 <br />-4.7 <br />-7.9 <br />10.6 10 <br />0.4 <br />-8.8 <br />4 C 0.0 -4.6 0.0 47 0.0 -2.6 0.0 0.1 0.0 -0.1 0.0 28 <br />I � <br />4 B 0.0 -25 0.0 -16 0.0 -6.7 0.0 -0.1 U 0.1 0.0 1.1 <br />� Q) <br />2' <br />Frame lines <br />2 3 <br />Frame Column F3PAT-LL_2- F3PAT-LL-3- F3PAT_LL 4- <br />0,) _0 <br />t3 Q <br />line Line Hodz Vert Horiz Vert Horiz Vert <br />(D � <br />-C (D. <br />ENDWALL <br />COLUMN: <br />MAXIMUM REAC1Rk1S, ARM Banrk , BASE PATES <br />4 A 004 D '-0.1 01.1 -0.1 .1.4 0.0 -01 <br />0 0 1 1.4 0.0 -02 <br />4 C 0.0 1.1 0.0 1.1 0.0 1.4 <br />Column_Reactions(k) <br />4 B 0.0 2.8 0.0 1.1 0.0 1.4 <br />m <br />Frm <br />Lire <br />Col <br />tine <br />Load <br />Id <br />Hmoz <br />H <br />V Load <br />Vmax k1 <br />Hmin <br />H <br />V <br />Vmin <br />BaN(in) Base-Plate(in) Elev. <br />Oty Dia width Length Thick (in) <br />2' Frame lines: 2 3 <br />CUSTOMER <br />PROJECT <br />I <br />c <br />15 <br />10 <br />0.1 16 <br />-1.9 <br />0.1 <br />4 0.750 B.000 Boon 0.375 0.0 <br />17 20 0.2 Building reactions are based on the following building data: <br />I <br />B <br />15 <br />20 <br />0.1 16 <br />-1.9 <br />0.1 <br />4 0.750 8.000 8.OD0 0.375 0.0 <br />17 <br />2.0 <br />0.2 <br />Width (ft) = 50 Snow Load (psf) = 0.0 <br />4 <br />B r <br />18 <br />21 <br />-3.1 19 <br />-1.9 <br />-19 <br />Length (ft) = 70 Wind Speed (mph) = 140 <br />v <br />4 <br />C r <br />1 <br />20 <br />0.0 <br />2.1 <br />5.7 18 <br />-3.1 16 <br />2.1 <br />-19 <br />-3.1 <br />-2.9 <br />Eave Height (ft) = 16 Wind Code = IBC 18 <br />x <br />r <br />I <br />o.0 <br />57 20 <br />21 <br />-31 <br />Roof Slope = 2.0:12 Exposure = B <br />rSw Rigid Frame Interior Column Rerlim <br />Dead Load (psf) = 2.000 Closed/Open = Closed <br />= c <br />Collateral Load (psf) = 3 Importance - Wind = 1.00 <br />Roof Live Load (psf) = 20.00 Importance - Seismic = 1.00 <br />FRAME LINES: <br />4 <br />frame Live Load (psf) = 12.33 / 12 Seismic Coeff (Aa) = 0.091 <br />DOLUMN LINE <br />(! <br />} <br />1=J 4A <br />:o <br />ENGINEERING SEAL <br />KEITH SHEDD <br />459 WOODLAND RD <br />�- z <br />` <br />This certification covers parts <br />BATESVILLE, MS. 38606 <br />m <br />H <br />~f <br />H <br />-'IV <br />H <br />-'Iv <br />H <br />�IV <br />fabricated and delivered by the <br />PE# 48014 <br />V <br />manufacturer only and excludes <br />such as doors, windows, <br />P StiF'�., <br />ENG BY: MNF <br />CAD <br />DET BY: WJD <br />parts <br />foundation design, and erection of <br />�.,``N�\A <br />���c E Ns��a "' ,is ite i has heen elec onicalh <br />CKD BY: TIC <br />the building. Sealed drawings do <br />9 9 <br />`�' <br />No 48014 P E, LI and iDigit tl Keith P Shedd, <br />�_ P.L. Digital Signature <br />JOB NUMBER <br />821-1794 <br />using a a <br />and <br />not constitute an agreement that date. Priniedcopicsofthisdoe nmcnt <br />the signed engineer is acting as <br />- _ are not considered signed and sealed <br />p'; w; and the signature must be %erieed on <br />the engineer of record for the <br />STATE of <br />•\��` a° c1c`ironrc copies <br />A,� <br />DWG NUMBER B <br />overall project. <br />aP: <br />" `� ' °R' <br />AB3 Of 3 <br />