Answer these 20+ Structural Design Specifications MCQs and assess your grip on the subject of Structural Design Specifications.
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A. 7 N/mm2
B. 10 N/mm2
C. 30 N/mm2
D. 20 N/mm2
A. 2.5 times the hole diameter
B. None of these.
C. 2.0 times the hole diameter
D. 1.5 times the hole diameter
E. 3.0 times the hole diameter
A. 11.0 m
B. 10.0 m
C. 12.0 m
D. 9.0 m
A. Less than 2.5
B. Less than 2
C. 2.0
D. 2.5
A. 1.5 mm
B. 0.5 mm
C. 0.75 mm
D. 1.25 mm
E. 1.0 mm
A. 14 days
B. 3 days
C. 5 days
D. 7 days
A. The cross sectional area of longitudinal reinforcement, should not be less than 0.8% nor more than 4% of its gross sectional area
B. The minimum of longitudinal bars provided in rectangular and circular columns are 4 and 6 respectively
C. If the effective length of a column is less than three times its lateral dimension, it is generally called a pedestal
D. In helically reinforced column, the minimum number of longitudinal reinforcement should be six
A. 12 t
B. 8 t
C. 10 t
D. 6 t
A. M 15
B. M 10
C. M 40
D. M 20
A. 30 cm
B. 40 cm
C. 45 cm
D. 60 cm
A. 1650 kg/cm2
B. 1800 kg/cm2
C. 1400 kg/cm2
D. 1500 kg/cm2
A. 180
B. 110
C. 130
D. 150
A. 20 mm
B. 40 mm
C. 10 mm
D. 50 mm
E. 30 mm
A. Cracked section
B. None of these.
C. Equivalent section
D. Transferred section
A. None of the these.
B. With partial restraint against torsion of the support and free at the end
C. Restrained against torsion at the support and free at the end
D. Unstrained against torsion at the support and free at the end
A. These are staggered
B. These are provided away from the sections of maximum stress
C. Not more than half the bars are spliced at a section
D. These are provided if the B.M. is more than 50% of M.R.
E. All these
A. 3.150 m
B. 3.000 m
C. 3.100 m
D. 3.200 m
A. 10 mm
B. 15 mm
C. 5 mm
D. 7 mm
A. 7 N/mm2
B. 15 N/mm2
C. 20 N/mm2
D. 10 N/mm2
A. 10
B. 20
C. 15
D. 25
E. 30
A. Inelastic
B. Elastic
C. Neither
D. None of these