0.20m Pp = 90 Pz = 12 %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:7. 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.
0.20m
Pp = 90 kN
PL = 120 kN
|100mm
600mm
4D25mm
64.5mm
450mm
A. Determine the spacing of stirrups required by torsion, mm
b. Determine the spacing of stirrups required by shear, mm.
c. Determine the spacing required by shear and torsion following the specifications of
NSCP 2015, mm.
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