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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

150 KN/mm²
275 KN/mm²
200 KN/mm²
250 KN/mm²

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Three times
Four times
Five times
Six times

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r²) M
(5/6) (r/1 + r²) M
(5/6) (r²/1 + r³) M
(5/6) (r²/1 + r⁴) M

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RCC Structures Design
The toe projection of foundation slabs is taken

Equal to heel slab
As one third of the base
As one sixth of overall height of the wall
Below ground surface

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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
16 cm²
17 cm²
14 cm²

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RCC Structures Design
The effective span of a simply supported slab, is

Clear span plus effective depth of the slab
Clear distance between the inner faces of the walls plus twice the thickness of the wall
Distance between the centers of the bearings
None of these

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