A. Determine the design moment strength for the composite beam shown in Figure 3. The concrete has a design strength of 4 ksi; use Fy = 50 ksi for the steel beam. Assume full-composite action. For W24×55: A = 16.2 in.2, d = 23.6 in., x = 1350 in.4. [ B. If beff is reduced from 72 in. to 42 in. (41.67% cuuction in effective area of concrete, Ac), the design moment strength for the composite beam shown in Figure 3 will be reduced by how much? Assume that design moment strength for part (A) is 1000 ft-kip. Report your answer as a percentage. Figure 3: beft = 72" W24 X 55
A. Determine the design moment strength for the composite beam shown in Figure 3. The concrete has a design strength of 4 ksi; use Fy = 50 ksi for the steel beam. Assume full-composite action. For W24×55: A = 16.2 in.2, d = 23.6 in., x = 1350 in.4. [ B. If beff is reduced from 72 in. to 42 in. (41.67% cuuction in effective area of concrete, Ac), the design moment strength for the composite beam shown in Figure 3 will be reduced by how much? Assume that design moment strength for part (A) is 1000 ft-kip. Report your answer as a percentage. Figure 3: beft = 72" W24 X 55
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A. Determine the design moment strength for the composite beam shown in Figure 3. The concrete has a
design strength of 4 ksi; use Fy = 50 ksi for the steel beam. Assume full-composite action. For W24x55: A
16.2 in.2, d = 23.6 in., Ix = 1350 in.4. [
B. If beff is reduced from 72 in. to 42 in. (41.67% cuuction in effective area of concrete, Ac), the design
moment strength for the composite beam shown in Figure 3 will be reduced by how much? Assume that
design moment strength for part (A) is 1000 ft-kip. Report your answer as a percentage.
Figure 3:
ber
www
72"
K
9
W24 X 55
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