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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
30 cm
75 cm
40 cm

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RCC Structures Design
Pick up the true statement from the following:

All listed here
In the absence of beams, it is easier to paint
Plain ceiling provides the best property diffusing light
In the absence of beams, it is easier to install piping

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/2P
WL/3P
WL/P

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
200 kg/m²
150 kg/cm²
75 kg/m²

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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/2
WL/4
WL/8
WL/6

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

190 kg/cm²
1400 kg/cm²
230 kg/cm²
260 kg/cm²

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