1. Determine the theoretical steel areas required for tension of a rectangular section with b = 350 mm, d = 700 mm under a factored moment of 1,500 kN-m. If compression steel Is requlred, assume It will be placed 70 mm from the compression fiber of concrete. Use f,' = 28 Mpa and fy = 420 Mpa.

1. Determine the theoretical steel areas required for tension of a rectangular section with b = 350 mm, d = 700 mm under a factored moment of 1,500 kN-m. If compression steel Is requlred, assume It will be placed 70 mm from the compression fiber of concrete. Use f,' = 28 Mpa and fy = 420 Mpa.

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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