For the Integrated Project (office building), design the Floor Girders in the gravity-only system, assuming that the top flange is fully restrained with the floor diaphragm. 1. Use Table 3-2 from the Steel Manual to select the most economical compact W-shape section. Demands: Stories 1 and 2 Edge: 114.4 k.ft From Table 3-2, use W12x50 D/C should be less than 0.95: D/C = Stories 1 and 2 Interior: 226.4 k.ft Use W12x50: D/C = Roof Edge: 33.3 k.ft Use W12x40: D/C = Roof Interior: 58.4 k.ft Use W12x40: D/C =
For the Integrated Project (office building), design the Floor Girders in the gravity-only system, assuming that the top flange is fully restrained with the floor diaphragm. 1. Use Table 3-2 from the Steel Manual to select the most economical compact W-shape section. Demands: Stories 1 and 2 Edge: 114.4 k.ft From Table 3-2, use W12x50 D/C should be less than 0.95: D/C = Stories 1 and 2 Interior: 226.4 k.ft Use W12x50: D/C = Roof Edge: 33.3 k.ft Use W12x40: D/C = Roof Interior: 58.4 k.ft Use W12x40: D/C =
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![For the Integrated Project (office building), design the Floor Girders in the gravity-only system,
assuming that the top flange is fully restrained with the floor diaphragm.
1. Use Table 3-2 from the Steel Manual to select the most economical compact W-shape
section.
Demands:
Stories 1 and 2 Edge: 114.4 k.ft
From Table 3-2, use W12x50
D/C = should be less than 0.95: D/C =
Stories 1 and 2 Interior: 226.4 k.ft
Use W12x50: D/C =
Roof Edge: 33.3 k.ft
Use W12x40: D/C =
Roof Interior: 58.4 k.ft
Use W12x40: D/C =](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F24814f96-f771-43ed-bd36-58cbc01a040e%2F1b855c8d-5d48-4e42-8140-ce23c1598ffe%2F8zmqougz_processed.png&w=3840&q=75)
Transcribed Image Text:For the Integrated Project (office building), design the Floor Girders in the gravity-only system,
assuming that the top flange is fully restrained with the floor diaphragm.
1. Use Table 3-2 from the Steel Manual to select the most economical compact W-shape
section.
Demands:
Stories 1 and 2 Edge: 114.4 k.ft
From Table 3-2, use W12x50
D/C = should be less than 0.95: D/C =
Stories 1 and 2 Interior: 226.4 k.ft
Use W12x50: D/C =
Roof Edge: 33.3 k.ft
Use W12x40: D/C =
Roof Interior: 58.4 k.ft
Use W12x40: D/C =
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