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Problem 2 (Pro 4.4 Textbook modified): Draw FBDS and show load conditions for B-1, G-1, interior column, C1. Loads: 72 = 25 psf Roofing and joists = 10 psf SL B-! (TYP.) %3D 2XFRAMING JOISTS 16' d.c. W/PLYWOOD SHEATHING (deck) GLU-LAM iOLUMNS Truss joist Insul., mech., elec. Beams B-1 and B-2 = 15 #/ft. Girders G-1 and G-2 = 50 #/ft. 3 psf 5 psf C1 %3D G2i 24' 24' 24' RaOF FRAMING PLAN

Problem 2 (Pro 4.4 Textbook modified): Draw FBDS and show load conditions for B-1, G-1, interior column, C1. Loads: 72 = 25 psf Roofing and joists = 10 psf SL B-! (TYP.) %3D 2XFRAMING JOISTS 16' d.c. W/PLYWOOD SHEATHING (deck) GLU-LAM iOLUMNS Truss joist Insul., mech., elec. Beams B-1 and B-2 = 15 #/ft. Girders G-1 and G-2 = 50 #/ft. 3 psf 5 psf C1 %3D G2i 24' 24' 24' RaOF FRAMING PLAN

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem 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 40
Transcribed Image Text:Problem 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 40
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