Structural Design ( RCC )

101) The minimum cover in a slab should neither be less than the diameter of bar nor less than

Discuss in Comment

15 mm

102) Minimum pitch of transverse reinforcement in a column is

Discuss in Comment

Lesser of the above three values

103) In reinforced concrete footing on soil, the minimum thickness at edge should not be less than

Discuss in Comment

150 mm

104) Due to circumferential action of the spiral in a spirally reinforced column

Discuss in Comment

Both the capacity of column and ductility of column increases

105) In counterfort retaining walls, the main reinforcement in the stem at support is

Discuss in Comment

Provided only on inner face

106) In a counterfort retaining wall, the main reinforcement in the stem at mid span provided on

Discuss in Comment

Front face only

107) To minimize the effect of different settlement, the area of a footing should designed for

Discuss in Comment

Dead load + Fraction of live load

108) The critical section for finding maximum bending moment for footing under masonry wall is located

Discuss in Comment

Halfway between the middle and of the wall

109) While designing the pile as a column, the end conditions are nearly

Discuss in Comment

One end fixed and other end hinged

110) The purpose of reinforcement in pre-stressed concrete is

Discuss in Comment

To impart initial compressive stress in concrete

Subject Notes

Objective Box

PSC ADVERTISEMENT

CIVILBOSS is a free education & learning platform, for the global community of civil engineering students and working professionals, where you can practice multiple choice questions & answers (MCQs), Study Notes, tutorials, Civil Engineering PSC Old Question for Various Level, PSC Exam Crack, Short Question & Answer for Related Particular Topic and Many More. It covers your one-stop destination for job exam preparation with daily practice MCQ and notes.

"Scientists dream about doing great things. Engineers do them."

Copyright © | 2021 - 2026 | Civil Boss For "MCQ" and Psc Notes. All rights Reserved

Follow us