A rectangular beam of 230 mm width and effective depth mm diameter. The grade of concrete is M 20, grade of steel is Fe 500. Given that for M20 grade of concrete, the ultimate shear strength = 450 mm, is reinforced with 4 bars of 12 Tue = 0.36 N/mm2 for steel percentage of p D 0.25, and 0.48 N/mm2 for steel percentage Tuc %3D p = 0.5. For a factored shear force of 45 kN, the diameter (mm) of Fe500 steel 2 legged stirrups to be used at spacing of 375 mm should be

A rectangular beam of 230 mm width and effective depth mm diameter. The grade of concrete is M 20, grade of steel is Fe 500. Given that for M20 grade of concrete, the ultimate shear strength = 450 mm, is reinforced with 4 bars of 12 Tue = 0.36 N/mm2 for steel percentage of p D 0.25, and 0.48 N/mm2 for steel percentage Tuc %3D p = 0.5. For a factored shear force of 45 kN, the diameter (mm) of Fe500 steel 2 legged stirrups to be used at spacing of 375 mm should be

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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