1 Example 3Design a simply supported rectangularreinforced beam with tension steel only tocarry a service load of 0.9 kip/ft andservice live load of 2.0 kips/ft. (the deadload does not include the weight of thebeam.) The span is 18 ft. Assume No. 3stirrups. Use f = 4,000 psi and f, =60,000 psiAassakkafBeam Design Examples1 Example 3 (cont'd)AAIn this problem we have to determineh, b, and A, This is called "free design".h =?This problem can solved according toThe outlines of Procedure B presentedearlier. For complete solution for thisproblem, please see Example 2-8 of yourA,=?Eb =?HTextbook.

1 Example 3 Design a simply supported rectangular reinforced beam with tension steel only to carry a service load of 0.9 kip/ft and service live load of 2.0 kips/ft. (the dead load does not include the weight of the beam.) The span is 18 ft. Assume No. 3 stirrups. Use f = 4,000 psi and f, = 60,000 psi %3D

1 Example 3 Design a simply supported rectangular reinforced beam with tension steel only to carry a service load of 0.9 kip/ft and service live load of 2.0 kips/ft. (the dead load does not include the weight of the beam.) The span is 18 ft. Assume No. 3 stirrups. Use f = 4,000 psi and f, = 60,000 psi %3D

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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I need a solution quickly, Use ACI Code