A beam having a simple span of 6.38 m. carries a uniformly distributed load as follows. Service dead load (including its own weight = 31.98 %3D kN/m). Use LRFD. Properties of W 21 x 57 A = 10,774 mm2 %3D d = 534.92 mm tw = 10.29 mm %3D Sx = 1819 x 10³ mm3 %3D Zx = 2114 x 10³ mm³ %3D k = 34.93 mm %3D bf = 166.50 mm %3D tf = 16.51 mm %3D Fy = 345 MPa %3D E = 200,000 MPa %3D Determine the uniform live load it could support based on the design shear strength. (kN)

A beam having a simple span of 6.38 m. carries a uniformly distributed load as follows. Service dead load (including its own weight = 31.98 %3D kN/m). Use LRFD. Properties of W 21 x 57 A = 10,774 mm2 %3D d = 534.92 mm tw = 10.29 mm %3D Sx = 1819 x 10³ mm3 %3D Zx = 2114 x 10³ mm³ %3D k = 34.93 mm %3D bf = 166.50 mm %3D tf = 16.51 mm %3D Fy = 345 MPa %3D E = 200,000 MPa %3D Determine the uniform live load it could support based on the design shear strength. (kN)

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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