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RCC Structures Design

RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.7
0.5
0.75
0.25

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

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RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Circular
Octagonal
Square

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete only
Low strength concrete but high tensile steel
High strength concrete and high tensile steel

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

35°
25°
45°
55°

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

All of these
Resist the temperature stresses
Distribute the load
Resist the shrinkage stress

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