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RCC Structures Design

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

Three times
Six times
Five times
Four times

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RCC Structures Design
The steel generally used in R.C.C. work, is

High carbon steel
Mild steel
High tension steel
Stainless

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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

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

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
10
12
16

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l²
8hl/p²
8hp/l
8hl/p

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T = 60
2R + T = 60
R + 2T= 30
2R + T = 30

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