Скачать или смотреть PSAD SITUATION 149: Shear and Axial Strength of Tied Column | CELE May 2019

CELE Past Board Exam Problem

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SITUATION: Given:
W x L = 600 x 800 mm
Main reinforcement Ast 16 – 25 mm diameter bars
Lateral ties = 10 mm diameter bars
Reinforcing steel yield strength:
Main reinforcement, fy = 415 MPa
Lateral ties, fyv = 275 MPa
Concrete, fc’ = 28 MPa
Clear concrete cover = 40 mm
Spacing of ties = 150 mm
1. What is the nominal shear strength (kN) of the column for the shear parallel to the y-axis?
A. 962.75 C. 568.97
B. 740.24 D. 832.51

2. What is the nominal shear strength (kN) of the column for the shear parallel to the x-axis?
A. 512.91 C. 716.63
B. 645.25 D. 835.16

3. Which of the following gives the nominal compressive load (kN) at zero eccentricity?
A. 12351.2 C. 11597.2
B. 13639.3 D. 12183.5



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