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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

30°
All listed here
45°
40°

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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

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

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

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

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/47
WL²/16
WL/8
WL²/24

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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

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

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/6
WL/2
WL/4
WL/8

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