A 3.5m cantilever beam is carrying a uniformly distributed factored load of 10.9 kN/m including its self-weight. Using A36, W21x48, determine the flexural capacity for ASD and LRFD. Properties of W21x48 K des 1, (10°) A d b, tw 1, k, 72.0 9100 523 207 8.89 10.9 23.6 20.6 399 Z, (10') S, (10') 1, (10°) Z, (10) s, (10’) ry J(10') Cw (10°) 1750 1520 209 16.1 244 156 42.2 334 1060 h. 52.1 513

A 3.5m cantilever beam is carrying a uniformly distributed factored load of 10.9 kN/m including its self-weight. Using A36, W21x48, determine the flexural capacity for ASD and LRFD. Properties of W21x48 K des 1, (10°) A d b, tw 1, k, 72.0 9100 523 207 8.89 10.9 23.6 20.6 399 Z, (10') S, (10') 1, (10°) Z, (10) s, (10’) ry J(10') Cw (10°) 1750 1520 209 16.1 244 156 42.2 334 1060 h. 52.1 513

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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