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RCC Structures Design

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
The radius of a bar bend to form a hook, should not be less than

Twice the diameter
Thrice the diameter
Five times the diameter
Four times the diameter

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r³) M
(5/6) (r²/1 + r²) M
(5/6) (r²/1 + r⁴) M
(5/6) (r/1 + r²) M

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

12 mm
11 mm
15 mm
10 mm

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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

0.7
0.8
0.2
0.9

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Base slab is made 10 cm thicker than the stem
Thickness of the stem is kept same throughout
All listed here
Width of the base slab is kept 0.7 time the total height of the wall

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