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RCC Structures Design

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

10 %
40 %
20 %
50 %

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RCC Structures Design
The width of the flange of a L-beam, should be less than

One-sixth of the effective span
Breadth of the rib + half clear distance between ribs
Least of the above
Breadth of the rib + four times thickness of the slab

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.7
0.5
0.25
0.75

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

12 mm
6 mm
10 mm
8 mm

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl212
wl28
wl24
wl210

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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

20 mm
10 mm
25 mm
15 mm

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