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Engineering
Civil Engineering
24'-0" W12x26 1 W12x40 2 a W12x40 W18x50 W18x60 4 d с COMPUTE THE MAXIMUM SHEAR STRESSES AND THE MAXIMUM BENDING STRESSES IN BEAMS 1,2,3,4 AND LOADS APPLIED TO THE COLUMNS a,b,c,d IN THE PLAN SHOWN ABOVE ASSUME: LIVE LOAD = 100 PSF SLAB LOAD = 50 PSF MECHANICAL LOAD = 50 PSF EXTERIOR WALLS = 200 LB/FT W12x40 28'-0" 3 W12x40

24'-0" W12x26 1 W12x40 2 a W12x40 W18x50 W18x60 4 d с COMPUTE THE MAXIMUM SHEAR STRESSES AND THE MAXIMUM BENDING STRESSES IN BEAMS 1,2,3,4 AND LOADS APPLIED TO THE COLUMNS a,b,c,d IN THE PLAN SHOWN ABOVE ASSUME: LIVE LOAD = 100 PSF SLAB LOAD = 50 PSF MECHANICAL LOAD = 50 PSF EXTERIOR WALLS = 200 LB/FT W12x40 28'-0" 3 W12x40

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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24'-0" W12x26 1 W12x40 2 a W12x40 W18x50 W18x60 4 d с COMPUTE THE MAXIMUM SHEAR STRESSES AND THE MAXIMUM BENDING STRESSES IN BEAMS 1,2,3,4 AND LOADS APPLIED TO THE COLUMNS a,b,c,d IN THE PLAN SHOWN ABOVE ASSUME: LIVE LOAD = 100 PSF SLAB LOAD = 50 PSF MECHANICAL LOAD = 50 PSF EXTERIOR WALLS = 200 LB/FT W12x40 28'-0" 3 W12x40
Transcribed Image Text:24'-0" W12x26 1 W12x40 2 a W12x40 W18x50 W18x60 4 d с COMPUTE THE MAXIMUM SHEAR STRESSES AND THE MAXIMUM BENDING STRESSES IN BEAMS 1,2,3,4 AND LOADS APPLIED TO THE COLUMNS a,b,c,d IN THE PLAN SHOWN ABOVE ASSUME: LIVE LOAD = 100 PSF SLAB LOAD = 50 PSF MECHANICAL LOAD = 50 PSF EXTERIOR WALLS = 200 LB/FT W12x40 28'-0" 3 W12x40
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