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 =

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.4P: A plate girder must be designed for the conditions shown in Figure P10.7-4. The given loads are...

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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 =

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