Consider the T-beam section below. The beam will not be subjected to any axial loads. The design will include #3 stirrups to resist shear. The desired shear capacity for the section is V₁ = 55,000 lbs. f = 4000 psi. fy= 60000 psi, and information for p, Ve, and Vs from AC1318-19 are provided below and attached. a. Compute the nominal shear strength provided by the concrete, V. Assume A, 2 Amin and 2 = 1 for normal weight concrete. What is the theoretical spacing required for the #3 stirrups? You do not need to check whether this fits any maximum criteria. b. sysintl Criteria Ay2 Amin Hds1000 Notes: #3 stirrups Ay

Consider the T-beam section below. The beam will not be subjected to any axial loads. The design will include #3 stirrups to resist shear. The desired shear capacity for the section is V₁ = 55,000 lbs. f = 4000 psi. fy= 60000 psi, and information for p, Ve, and Vs from AC1318-19 are provided below and attached. a. Compute the nominal shear strength provided by the concrete, V. Assume A, 2 Amin and 2 = 1 for normal weight concrete. What is the theoretical spacing required for the #3 stirrups? You do not need to check whether this fits any maximum criteria. b. sysintl Criteria Ay2 Amin Hds1000 Notes: #3 stirrups Ay

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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