Use LFRD for Probs. except as indicated. Use both methods for all others. Considering moment only and assuming full lateral support for the compression flanges, select the lightest sections available, using 50 ksi steel and the LRFD method. The loads shown include the effect of the beam self-weights. Use elastic analysis factored loads and the 0.9 rule. FIGURE 10-5 D 05 klf -2klf 15 ft- 40 it

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Use LFRD for Probs. except as indicated. Use both methods for all others.
Considering moment only and assuming full lateral support for the compression flanges, select the lightest sections
available, using 50 ksi steel and the LRFD method. The loads shown include the effect of the beam self-weights. Use
elastic analysis factored loads and the 0.9 rule.
FIGURE 10-5
D-05klf
2klf
15 ft-
40 t
Transcribed Image Text:Use LFRD for Probs. except as indicated. Use both methods for all others. Considering moment only and assuming full lateral support for the compression flanges, select the lightest sections available, using 50 ksi steel and the LRFD method. The loads shown include the effect of the beam self-weights. Use elastic analysis factored loads and the 0.9 rule. FIGURE 10-5 D-05klf 2klf 15 ft- 40 t
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