Select the lightest possible W-section for the beam shown in Figure 1. Assume ?? = 50 ?, full compression flange lateral support, and exclude beam self-weight.
Select the lightest possible W-section for the beam shown in Figure 1. Assume ?? = 50 ?, full compression flange lateral support, and exclude beam self-weight.
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Chapter9: Composite Construction
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Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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Select the lightest possible W-section for the beam shown in Figure 1. Assume ?? =
50 ?, full compression flange lateral support, and exclude beam self-weight.

Transcribed Image Text:K
6 ft
PL = 6 k
6 ft
18 ft
PL = 6 k
*
6 ft
✈
Figure 1: Beam boundary condition and applied loads
P₁
2
WD
= 3 k
=
2.0 k/ft
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