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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

200 KN/mm²
275 KN/mm²
150 KN/mm²
250 KN/mm²

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

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Four times
Three times
Five times

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.50 times the average
1.75 times the average
2.0 times the average
1.25 times the average

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

1400 kg/cm²
260 kg/cm²
190 kg/cm²
230 kg/cm²

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
75 cm
50 cm
100 cm

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