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RCC Structures Design

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

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

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

4d
8d
16d
12d

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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/Q)
√(M/100Q)
M/100Q

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

5 m
4 m
3 m
6 m

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RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

176 cm
300 cm
233 cm
236 cm

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Under-reinforced section
Economic section
Over reinforced section
Critical section

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