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RCC Structures Design

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

4d
16d
8d
12d

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

None of these
Load factor method
Modular ratio method
Ultimate load method

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/4Sb
l = dt/3Sb
l = dt/Sb
l = dt/2Sb

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

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

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Width of the base slab is kept 0.7 time the total height of the wall
Thickness of the stem is kept same throughout
All listed here
Base slab is made 10 cm thicker than the stem

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

R + T
T - R
√(R² + T²)
R - T

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