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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7
0.9
0.8
0.2

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2500 kg/m³
2200 kg/m³
2400 kg/m³
2300 kg/m³

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

2800/3C
2300/2C
2800/C²
2800/C

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RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Square
Circular
Octagonal

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/jdƩO
Q/2jdƩO
Q/3jdƩO
2 × Q/jdƩO

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

20 kg/cm²
15 kg/cm²
10 kg/cm²
5 kg/cm²

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