-1. Determine whether the W14 x 34 beam shown in Figure 11-43 is adequate for flexural rupture and flexural yielding at the cope. The steel is ASTM A992, grade 50. ¾1 4½ 4" -W14x34

Structural Analysis
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Chapter2: Loads On Structures
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11-1. Determine whether the W14 x 34 beam shown in Figure 11-43 is adequate for flexural
rupture and flexural yielding at the cope. The steel is ASTM A992, grade 50.
1/½/2"
4"
W14x34
R₁ = 40kips
FIGURE 11-43 Detail for Exercise 11-1
Transcribed Image Text:11-1. Determine whether the W14 x 34 beam shown in Figure 11-43 is adequate for flexural rupture and flexural yielding at the cope. The steel is ASTM A992, grade 50. 1/½/2" 4" W14x34 R₁ = 40kips FIGURE 11-43 Detail for Exercise 11-1
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