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ECLIPSE <br /> ENGINEERING <br /> Project: Amazon-DWS4 <br /> Joist and Beam Design ::: 166 <br /> Beam is analyzed as simply supported with bolts at each end. Date: 10/27/2021 <br /> Additional moment added for moment frames. <br /> Trib Width I L I Fy I Fv-6olt I Bolt Dia.: #of bolts 1 Live Load I Dead Load 1 w MI V I IX I Zx <br /> Beam Type l r T i- • <br /> ft 1 ft 1 ksi i ksi i in. 1 at ea.End ; psf 1 psf 1 plf kip-ft i kip I in4 I in3 <br /> Type A#1 I 1.75 I 8 I 40 1 21 1 0.625 1 2 I 125.0 1 19.0 1 252.0 1 2.186 1 1.008 1 9.500 1 2.230 <br /> . J- L J L 1 .1 .J- L 1 J- 1. J L . <br /> I I I I I I I I I <br /> Type A#21 .00 19.0 4 I 4 1 40 1 21 1 0.625 1 2 1 125.0 1 1 576.0 1 0.882 1 1.008 1 9.500 1 2.230 <br /> • 7 T 7 r T -1 7 T 1 -I- r -1 r ' <br /> Type A#3 I 2.00 I 4 1 40 I 21 I 0.625 I 2 I 125.0 I 19.0 I 288.0 I 0.441 I 0.504 I 9.500 I 2.230 <br /> 1 1 I 1.1 1 1 1 1 1 1 1 1 1 <br /> Type B . 2.25 I 8 1 40 I 21 I 0.625 ; 2 I 125.0 1 19.0 I 324.0 ; 2.592 11 1.296 142.526 1. 7.488 <br /> .7. L J L 1 1 1 L J J- L .1 L <br /> 1 1 1 1 1 1 1 1 1 1 1 1 <br /> 1 1 1 1 1 1 1 1 1 1 1 1 1 <br /> 1 1 1 1 1 1 1 1 1 1 1 1 1 <br /> 1 1 1 1 1 1 1 1 1 1 1 1 1 <br /> + T -1 T T 7 + T '1 r r l T ' <br /> 1 1 1 1 1 1 1 1 1 1 1 1 <br /> • 1 1 1 1 1 1 1 1 1 1 1 1 1 <br /> 1 1 1 1 1 1 1 1 1 1 1 1 1 <br /> 0.6'Mn I Vn-bolts I Deflection <br /> Beam Type kip'ft ; IR ; kip ; IR ILL-L/360; in ILL Check;Total-L1240; in ; Check <br /> • J- i i 1 i i -I- i . <br /> Type A#1-'I 4.46 1 49% 1 12.89 I 8% 'll 0.27 0.07 + OK I 0.40 1 0.08 1 OK <br /> Type A#2 j 4.46 1 20% 1 12.89 : 8% J 0.12 1 0.01 1 OK 1 0.18 1 0.01 OK <br /> • t r ti r y y t r , <br /> Type A#31 4.46 1 10% 1 12.89 1 4% 1 0.12 1 0.00 1 OK 1 0.18 i 0.00 OK <br /> .L L .1 L .1 .1 1 L J <br /> Type B - 14.98 I 17% 1 12.89 1 10% 0.27 0.02 1 OK 1 0.40 0.02 OK <br /> • I 1 I I 1 I I I I I <br /> 1 1 1 1 1 1 1 1 1 <br /> • r r •I r 1 1 r r , -r <br /> 1 1 1 1 1 1 1 1 1 <br /> 1 1 I 1 I 1 I I 1 <br /> I <br /> Load Combination = D +L w = Trib x (LL+DL) BEAM KEY: <br /> Beam: Platform: <br /> w x L2 W X L Type A#1 MAP2-96-96 Long Joist <br /> M = 8 +Mseismic(if present) V - 2 - <br /> Type A#2 MAP2-96-96 Short Joist <br /> Type A#3 MAPL1-96-96 <br /> 0.6xMn = 0.6*Fy *Sx Vn-boas = Ft)*Abolt * #bolts Type B MAPL1-96-96 <br /> 5 x w x L4 E = 29,500ksi <br /> A_ 384xExI <br /> 3.500" <br /> 3.500" -1 la <br /> :_l_ <br /> 3.500" <br /> 2.750" + t <br /> 0 <br /> in <br /> 7 TTOp 6 NIIli to NpOpN cn <br /> ad 01 <br /> 1_ 1 J- 1 pi_T,.. <br /> Type A Type B Type C Type D <br /> MISSOULA,MT WHITEFISH,MT SPOKANE,WA BEND,OR PORTLAND,OR <br /> PH:(406)721-5733 PH:(406)552-1442 PH:(508)0217731 PH:(541)3880858 PH:(503)385-1228 <br /> 7/20 <br />