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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is not cohesive
Is free from moisture
All listed here
Is dry

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RCC Structures Design
The neutral axis of a T-beam exists

Within the flange
All listed here
At the bottom edge of the slab
Below the slab

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.0
1.5
3.0
2.0

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

M/10√Q
√(M/100Q)
√(M/Q)
M/100Q

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Seven times the diameter
Twice the diameter
Four times the diameter
Thrice the diameter

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm
6 mm
4 mm
7 mm

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