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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

45°
40°
30°
All listed here

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

3 cm to 5 cm
12 cm to 15 cm
8 cm to 10 cm
5 cm to 8 cm

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RCC Structures Design
The load stress of a section can be reduced by

Increasing the total perimeter of bars
Replacing smaller bars by greater number of greater bars
Decreasing the lever arm
Replacing larger bars by greater number of small bars

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc(A - Asc) + m σcAsc
All listed here
σc[A + (m - 1)Asc]
σcAc + m σcAsc

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Neutral axis of the beam
Tensile edge
Longitudinal central axis
Tensile reinforcement

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

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

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