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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

0.9
0.2
0.8
0.7

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

Free end
Mid span
Mid span and fixed support
Fixed end

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

10 %
40 %
20 %
50 %

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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/C
2800/3C
2300/2C
2800/C²

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

200 cm
100 cm
150 cm
50 cm

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.5
0.4
0.7
0.6

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