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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Winder
Tread
Flight
Rise

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.9
0.7
0.6
0.8

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

15 cm²
14 cm²
17 cm²
16 cm²

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

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

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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/4
WL/8
WL/2

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

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

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