Show step by step, please Determine the factored uniform line load, wu, acting on girder HK. The building shown in Figure 1 is subjected to an unfactored dead load of 45 psf and an unfactoredlive load of 65 psf.15 ft(typ.)14 in..squarecolumnA☐BC□22 ft (typ.)DE F GKBuilding Plan View30 ft(typ.)16 ft (typ.)Figure 1ABC22 ft (typ.)DE F777Building Elevation ViewGUnfactored Loads9DL= 45 psf (includes self-weight)qu = 65 psfRoof-3rd Floor2nd Floor

DL = 45 lb/ft2LL = 65 lb/ft2 Slab dimension:Longer length, Ly = 30 ftShorter span, Lx = 22 ft, 15…

The building shown in Figure 1 is subjected to an unfactored dead load of 45 psf and an unfactored live load of 65 psf. 15 ft (typ.) 14 in.. square column U A D ☐ BC √ 22 ft (typ.) DE F G 4 ♫ H Building Plan View КО U 30 ft (typ.) 16 ft (typ.) Figure 1. A BC 22 ft (typ.) 777 DE F G 777 Building Elevation View Unfactored Loads 9DL= 45 psf (includes self-weight) qLL = 65 psf Roof 3rd Floor 2nd Floor

The building shown in Figure 1 is subjected to an unfactored dead load of 45 psf and an unfactored live load of 65 psf. 15 ft (typ.) 14 in.. square column U A D ☐ BC √ 22 ft (typ.) DE F G 4 ♫ H Building Plan View КО U 30 ft (typ.) 16 ft (typ.) Figure 1. A BC 22 ft (typ.) 777 DE F G 777 Building Elevation View Unfactored Loads 9DL= 45 psf (includes self-weight) qLL = 65 psf Roof 3rd Floor 2nd Floor

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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