A rectangular beam of size 250 mm x 400 mm is reinforced with 4-20 mm bars of Fe415 grade. Effective cover to tensile steel is 35 mm and grade of concrete is M25. Axial compressive force of magnitude 340 kN acts on the beam. Design shear strength varies with percentage steel as per table given below. The value of design shear strength of concrete for given beam would be MPa. (nearest to two decimal places.) Percentage steel (%) Design shear strength (t)(MPa) 0.64 0.70 0.74 1.0 1.25 1.5

A rectangular beam of size 250 mm x 400 mm is reinforced with 4-20 mm bars of Fe415 grade. Effective cover to tensile steel is 35 mm and grade of concrete is M25. Axial compressive force of magnitude 340 kN acts on the beam. Design shear strength varies with percentage steel as per table given below. The value of design shear strength of concrete for given beam would be MPa. (nearest to two decimal places.) Percentage steel (%) Design shear strength (t)(MPa) 0.64 0.70 0.74 1.0 1.25 1.5

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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