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RCC Structures Design

RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.5 H
0.4 H
0.7 H
0.3 H

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²
50 kg/cm²
150 kg/cm²
250 kg/cm²

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

20 %
10 %
40 %
50 %

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

ft .d/4fb
(π/4). (ft .d3/fb)
π ft .d²/fb
(π/4). (ft .d/fb)

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

Lever arm of the section
One-half lever arm of the section
One-third lever arm of the section
One and half lever arm of the section

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

12 cm to 15 cm
6 cm to 7.5 cm
8 cm to 10 cm
10 cm to 12 cm

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