4.1. A beam is to be designed for loads causing a maximum factored shear of 60.0 kips, using concrete with f = 5000 psi. Proceeding on the basis that the concrete dimensions will be determined by diagonal tension, select the appro- priate width and effective depth (a) for a beam in which no web reinforcement is to be used, (b) for a beam in which only the minimum web reinforcement is provided, as given by Eq. (4.13), and (c) for a beam in which web reinforce- ment provides shear strength V, = 2V. Follow the ACI Code requirements, and let d = 2b in each case. Calculations may be based on the more approxi- mate value of V. given by Eq. (4.12b).

4.1. A beam is to be designed for loads causing a maximum factored shear of 60.0 kips, using concrete with f = 5000 psi. Proceeding on the basis that the concrete dimensions will be determined by diagonal tension, select the appro- priate width and effective depth (a) for a beam in which no web reinforcement is to be used, (b) for a beam in which only the minimum web reinforcement is provided, as given by Eq. (4.13), and (c) for a beam in which web reinforce- ment provides shear strength V, = 2V. Follow the ACI Code requirements, and let d = 2b in each case. Calculations may be based on the more approxi- mate value of V. given by Eq. (4.12b).

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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