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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

210 cm
200 cm
230 cm
205 cm

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

8 mm
10 mm
12 mm
6 mm

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

(π/4). (ft .d/fb)
(π/4). (ft .d3/fb)
π ft .d²/fb
ft .d/4fb

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

mc/t = (d - n)/n
mc/t = n/(d - n)
t/mc = (d - n)/n
t/mc = (d + n)/n

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

20 kg/cm²
25 kg/cm²
10 kg/cm²
15 kg/cm²

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RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
High tension steel
High carbon steel
Stainless

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