Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- ELerED HAFTERG 24 20 BEAFING WALL RAFTERG@2fao. -BEAM COLIMN FRAMING PLAN A BEAM -COLUMNS BEABING WALL FRONT ELEVATION SIDE ELEVATION • Live snow load = 25 psf • Dead load: (1) Roof and Sheathing 14 psf, (2) Rafters = 4 lb/ft • Roof pitch: 5:12 Please round to the nearest one tenth (i.e., 0.1). Total load (LL + DL) on a middle rafter after adjusting to horizontal projection = Ib/ft MacBook Air 80 F3 D00 F4 F2 F5 F6 F7 # % & 2 3 5 6 %2 4arrow_forwardFast okkarrow_forwardhelp me plarrow_forward
- Solution?arrow_forwardProblem 2 (Pro 4.4 Textbook modified): Draw FBDS and show load conditions for B-1, G-1, interior column, C1. 72' Loads: B- = 25 psf = 10 psf -2XFRAMING JOISTS 16' d.c. W/PLYWODD SHEATHING SL B- (TYP) Roofing and joists (deck) %3D GLU-LAM iOLUMNS Truss joist 3 psf 5 psf Beams B-1 and B-2 = 15#/ft. Girders G-1 and G-2 = 50 #/ft. C1 %3D Insul., mech., elec. %3D TRYSJOISTS %3D %3D 24' ļ 24' 24' RAOF FRAMING PLAN 40 40arrow_forwardPlease solve and show all of your workarrow_forward
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