1- The beam section shown in Figure below was selected using fyt 60,000 psi, f= 3000psi, normal weight. Determine the theoretical spacing of #3 closed single stirrups for each of the following ultimate shear conditions: (a) Vu = 12,000 lb (b) Vu= 40,000 lb (c) Vu = 60,000 lb (d) Vu= 150,000 lb 24 in. 27 in. 3 in -14 in-

1- The beam section shown in Figure below was selected using fyt 60,000 psi, f= 3000psi, normal weight. Determine the theoretical spacing of #3 closed single stirrups for each of the following ultimate shear conditions: (a) Vu = 12,000 lb (b) Vu= 40,000 lb (c) Vu = 60,000 lb (d) Vu= 150,000 lb 24 in. 27 in. 3 in -14 in-

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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