2.) NSCP 2015 422.5.2.2 For calculation of Vc and Vs in solid, circular sections, d shall be permitted to be taken as 0.80 times the diameter and bw shall be taken to be as the diameter. Using simplified calculation for shear. The shear force is acting along the x-direction of column diameter, D = 600mm. It contains 8-28mm bars with fy = 415 MPa and f'c = 27.5 MPa. The lateral ties are 12mm with fyt = 275 MPa. The factored axial compression force is 3,000 kN. a. What is the shear strength capacity (kN) of concrete along x-direction? b. What is the shear strength capacity (kN) of ties if the spacing of the ties is 75 mm? Vux 600 mm

2.) NSCP 2015 422.5.2.2 For calculation of Vc and Vs in solid, circular sections, d shall be permitted to be taken as 0.80 times the diameter and bw shall be taken to be as the diameter. Using simplified calculation for shear. The shear force is acting along the x-direction of column diameter, D = 600mm. It contains 8-28mm bars with fy = 415 MPa and f'c = 27.5 MPa. The lateral ties are 12mm with fyt = 275 MPa. The factored axial compression force is 3,000 kN. a. What is the shear strength capacity (kN) of concrete along x-direction? b. What is the shear strength capacity (kN) of ties if the spacing of the ties is 75 mm? Vux 600 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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