A 7.5m simply supported beam carrying a uniformly distributed dead and liveload of 8 kN/m and 2.2 kN/m respectively with a 5 kN concentrated load at midspan. The longer unbraced length is 5.5m. Using A50, W18x50, determine the flexural capacity for ASD and LRFD. Properties of W 18x50 A d b, k des k, 1, (10*) 74.0 9480 457 191 9.02 14.5 24.7 20.6 333 z, (10°) S, (10³) 1, (10°) Z, (10’) s, (10’) (10') ry 41.9 J (10') Cw (10°) 1660 1460 187 16.7 272 175 516 816 h. 50.3 442

A 7.5m simply supported beam carrying a uniformly distributed dead and liveload of 8 kN/m and 2.2 kN/m respectively with a 5 kN concentrated load at midspan. The longer unbraced length is 5.5m. Using A50, W18x50, determine the flexural capacity for ASD and LRFD. Properties of W 18x50 A d b, k des k, 1, (10*) 74.0 9480 457 191 9.02 14.5 24.7 20.6 333 z, (10°) S, (10³) 1, (10°) Z, (10’) s, (10’) (10') ry 41.9 J (10') Cw (10°) 1660 1460 187 16.7 272 175 516 816 h. 50.3 442

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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