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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

0.8
0.2
0.9
0.7

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 3/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 2/qmax)
(L/3) (1 - 5/qmax)

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

2A/P
A/P
P/A
P/2A

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

150 kg/cm²
75 kg/m²
200 kg/m²
Nil

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.7
0.75
0.5
0.25

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