The beam has a width of 300 mm and an overall depth of 500 mm. Design the spacing of critical shear using 12 mm U-stirrup for the 6-m span beam subjected to uniform dead load of 70 KN/m and uniform live load of 40 KN/m. Use f'c 28 MPa and fyt = 414 MPa. Use CC (from the centroid of the bar 65 mm). =

The beam has a width of 300 mm and an overall depth of 500 mm. Design the spacing of critical shear using 12 mm U-stirrup for the 6-m span beam subjected to uniform dead load of 70 KN/m and uniform live load of 40 KN/m. Use f'c 28 MPa and fyt = 414 MPa. Use CC (from the centroid of the bar 65 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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