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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

8 cm to 10 cm
12 cm to 15 cm
6 cm to 7.5 cm
10 cm to 12 cm

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

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

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Zero
3WR²/16
WR²/16
2WR²/16

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

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

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RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

54.5
53.5
52.5
51.5

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Twice the diameter
Thrice the diameter
Seven times the diameter
Four times the diameter

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