Example 2: At a cross section in a T-beam with flange width b= 600 mm, effective depth d=375 mm, flange thickness hf=125 mm, width of web bw=200mm, flexural reinforcement=4T32, Design ultimate shear force V = 157.5 kN. Determine the spacing of 10 mm diameter links. Assume fcu- 30 N/mm2, fyv-250 N/mm2 fcu=30N/mm2

Example 2: At a cross section in a T-beam with flange width b= 600 mm, effective depth d=375 mm, flange thickness hf=125 mm, width of web bw=200mm, flexural reinforcement=4T32, Design ultimate shear force V = 157.5 kN. Determine the spacing of 10 mm diameter links. Assume fcu- 30 N/mm2, fyv-250 N/mm2 fcu=30N/mm2

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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