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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

0.2
0.9
0.8
0.7

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

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

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

100 cm
120 cm
75 cm
50 cm

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

24 mm diameter
30 mm diameter
18 mm diameter
36 mm diameter

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

Nil
200 kg/cm²
75 kg/m³
150 kg/m²

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Fixed end
Mid span
Free end
Mid span and fixed support

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