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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
45°
30°
All listed here

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Elastic shortening of concrete
Shrinkage of concrete
Creep of concrete
All of the listed here

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

6 legged
10 legged
12 legged
8 legged

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L + 2D/3)²
WL/12 (L - 2D/3)²
WL/10 (L - 2D/3)²
WL/12 (L - D/3)²

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RCC Structures Design
An under-reinforced section means

Steel is provided at the underside only
Steel provided is insufficient
Steel will yield first
Steel provided on one face only

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

25 %
20 %
10 %
15 %

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