For the following beams and loads given, select stirrup spacings if normal weight concrete of 4000 psi and grade 60 steel are used. The dead loads shown include beam weights. Do not consider movement of live loads unless specifically requested. Assume a #3 U-stirrups unless given otherwise. 1. WD = 1 k/ft WL = 2 k/ft 24 in. 27 in. 28 ft 4 #11 -16 in. 3 in.

For the following beams and loads given, select stirrup spacings if normal weight concrete of 4000 psi and grade 60 steel are used. The dead loads shown include beam weights. Do not consider movement of live loads unless specifically requested. Assume a #3 U-stirrups unless given otherwise. 1. WD = 1 k/ft WL = 2 k/ft 24 in. 27 in. 28 ft 4 #11 -16 in. 3 in.

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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