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RCC Structures Design

RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/3C
2800/C²
2300/2C
2800/C

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 2800/3C
m = 1400/3C
m = 700/3C
m = 3500/3C

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

None of these
With the perpendicular to the inclined plane of the soil
With the horizontal
With the vertical

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

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

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

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

0.25
0.7
0.5
0.75

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