A rectangular reinforced concrete beam is to be designed to carry a distributed deadload of 2.50 kips/ft, including the self-weight of the beam, and a distributed live loadof 2.00 kips/ft. In addition to the distributed loads above, there is a 12-kip point load,located at the midspan. All loads should be considered as service loads and the beamis 18 ft. long (simple span). The beam width, b, is 12 in. and the total height, h, is 26in. Assume a cover distance of 3 in. (i.e., distance from the bottom/top face of the beamto the center of the reinforcement).Design the shear reinforcement for the section. Assume #3 stirrups are used. Assumethe spacing used is to be the same throughout all zones in the beam (i.e., the spacingfor the critical shear will be used throughout). The point load is a live load. Use fo4,000 psi and fy = 60,000 psi.

Distributed dead load = 2.50 kips/ftDistributed live load = 2 kips/ftPoint load = 12 kipSpan of the…

Design the shear reinforcement for the section. Assume #3 stirrups are used. Assume the spacing used is to be the same throughout all zones in the beam (i.e., the spacing for the critical shear will be used throughout). The point load is a live load. Use fe' 4,000 psi and fy = 60,000 psi.

Design the shear reinforcement for the section. Assume #3 stirrups are used. Assume the spacing used is to be the same throughout all zones in the beam (i.e., the spacing for the critical shear will be used throughout). The point load is a live load. Use fe' 4,000 psi and fy = 60,000 psi.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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