reinforced concrete slab is shown in Fig. Ex. 7.3(a). Design the beams (f, = 250 MPa) if the unit weightA hall in a building is 15 m x 18 m. The beam arrangement supporting the%3Dof concrete is 24 kN/m. 1S Co DEUSE22sur leoitno onaalo odT15 mSecondaryo gibrsdbeams deT mortMainbeams ToldsT mortFig. Ex. 7.3(a)18 m.

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A hall in a building is 15 m x 18 m. The beam arrangement supporting the reinforced concrete slab is shown in Fig. Ex. 7.3(a). Design the beams (f,= 250 MPa) if the unit weight of concrete is 24 kN/m. 1S Co DE USE aes Isoitho onaalo orT 15 m O16 sdt a6 y Secondary gibrsd lde T mort beams 2.0 Main beams ToldsT mort ldsT on t Fig. Ex. 7.3(a) 18 m

A hall in a building is 15 m x 18 m. The beam arrangement supporting the reinforced concrete slab is shown in Fig. Ex. 7.3(a). Design the beams (f,= 250 MPa) if the unit weight of concrete is 24 kN/m. 1S Co DE USE aes Isoitho onaalo orT 15 m O16 sdt a6 y Secondary gibrsd lde T mort beams 2.0 Main beams ToldsT mort ldsT on t Fig. Ex. 7.3(a) 18 m

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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