Problem 3: The accompanying illustration shows the arrangement of beams and girders that are used to support a 6-in reinforced concrete floor for a small industrial building. Design the beams and girders assuming that they are simply supported. Assume full lateral support of the compression flange and a live load of 120 psf. Concrete unit weight is 150 lb/ft' and Fy 50 ksi. %3D -エエーT Column Girder Beam Note: Floor continues on all sides *-エ 3 at 15 ft = 45 ft y SE

Problem 3: The accompanying illustration shows the arrangement of beams and girders that are used to support a 6-in reinforced concrete floor for a small industrial building. Design the beams and girders assuming that they are simply supported. Assume full lateral support of the compression flange and a live load of 120 psf. Concrete unit weight is 150 lb/ft' and Fy 50 ksi. %3D -エエーT Column Girder Beam Note: Floor continues on all sides *-エ 3 at 15 ft = 45 ft y SE

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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