The figure shown is to be reinforced with 12mm U-stirrups for the rectangular section using fc=22MPa and fy=418MPa. Use the simplified calculation for Vc. Use the provisions of NSCP 2015 . Determine the spacing of stirrups required by torsion, mm. Determine the spacing of stirrups required by shear, mm.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The figure shown is to be reinforced with 12mm U-stirrups for the rectangular section using fc=22MPa and fy=418MPa. Use the simplified calculation for Vc. Use the provisions of NSCP 2015

. Determine the spacing of stirrups required by torsion, mm.

Determine the spacing of stirrups required by shear, mm.

Determine the spacing required by shear and torsion following the specifications of NSCP 2015, mm.

600mm
4D25mm
500mm
0.20m
64.5mm
PD
= 50 kN
PL = 70 kN
100mm
Transcribed Image Text:600mm 4D25mm 500mm 0.20m 64.5mm PD = 50 kN PL = 70 kN 100mm
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