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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