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RCC Structures Design

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.7
0.4
0.6
0.5

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

10 mm
15 mm
25 mm
20 mm

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

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

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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

50 cm
120 cm
75 cm
100 cm

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
40 %
20 %
10 %

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/15th of span
1/30th of span
1/20th of span
1/25th of span

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