A two-span continuous concrete beam is to be supported by three concrete wallsspaced (9536/25) -in on centers. A service live load of 1.5 kips/ft is to be carried in additionto the self-weight of the beam. Use pattern loading; i.e., consider two loading conditions:(1) live load on both spans and (2) live load on a single span. A constant rectangular crosssection is to be used with d = 2b, but reinforcement is to be varied according torequirements. Design the beam by finding the required concrete dimensions andreinforcement at sections of maximum positive bending moment. Allow for No. 3 stirrups.Use a span-to-depth ratio of 15 as the first estimate of the depth. Adjust the depth if thereinforcement ratio is too high. Include sketches, drawn to scale, of the critical crosssections. Use fy = 60000 psi and f'. = 6500 psi.

The given data is: The length of the beam=9536/25 in =31.786…

A two-span continuous concrete beam is to be supported by three concrete walls spaced (9536/25) -in on centers. A service live load of 1.5 kips/ft is to be carried in addition to the self-weight of the beam. Use pattern loading; i.e., consider two loading conditions: (1) live load on both spans and (2) live load on a single span. A constant rectangular cross section is to be used with d = 2b, but reinforcement is to be varied according to

A two-span continuous concrete beam is to be supported by three concrete walls spaced (9536/25) -in on centers. A service live load of 1.5 kips/ft is to be carried in addition to the self-weight of the beam. Use pattern loading; i.e., consider two loading conditions: (1) live load on both spans and (2) live load on a single span. A constant rectangular cross section is to be used with d = 2b, but reinforcement is to be varied according to

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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Similar questions

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