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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

1
0.15 %
4 %
6

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
15 mm
11 mm
10 mm

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ + p₂)/4] h
[(p₁ + p₂)/2] h
(p₁ - p₂) ⅔h
[(p₁ - p₂)/2] h

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

7.5 mm
5 mm
10 mm
15 mm

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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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

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

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