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
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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
W
k1
1, (10°)
d
b,
tw
k des
72.0
9100
523
207
8.89
10.9
23.6
20.6
399
z, (10°) S, (10)
Iy (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
Transcribed Image Text: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 W k1 1, (10°) d b, tw k des 72.0 9100 523 207 8.89 10.9 23.6 20.6 399 z, (10°) S, (10) Iy (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
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