Based on the minimum depth requirements of ACI Table 9.3.1.1, a minimum overall depth h of 24.8 in. was computed in class for the beam of problem 2 based on its span length. If a beam depth h of 25 in. is used, compute the minimum required beam width b (rounded to whole inches) and the required area of tension steel reinforcement, As, for a reinforcement ratio of 1%. Assume d = h-2.5 in. Do not make practical decisions of selecting actual bar sizes.

Based on the minimum depth requirements of ACI Table 9.3.1.1, a minimum overall depth h of 24.8 in. was computed in class for the beam of problem 2 based on its span length. If a beam depth h of 25 in. is used, compute the minimum required beam width b (rounded to whole inches) and the required area of tension steel reinforcement, As, for a reinforcement ratio of 1%. Assume d = h-2.5 in. Do not make practical decisions of selecting actual bar sizes.

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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