Considering the nominal shear stress on concrete is fy = 0.82 MPa. Calculate the allowable max spacing for 2-legged 10 mm stirrups? Use simplified calculation for Vc. Beam dimensions are 370 x 764 mm. Effective cover of steel reinforcement = 70 mm fy = 275 MPa Spacing should be in multiples of 10 mm.

Considering the nominal shear stress on concrete is fy = 0.82 MPa. Calculate the allowable max spacing for 2-legged 10 mm stirrups? Use simplified calculation for Vc. Beam dimensions are 370 x 764 mm. Effective cover of steel reinforcement = 70 mm fy = 275 MPa Spacing should be in multiples of 10 mm.

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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