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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2300 kg/m³
2200 kg/m³
2400 kg/m³
2500 kg/m³

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Marcus formula
Rankine formula
Rankine Grashoff formula
Grashoff formula

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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

15 mm
25 mm
10 mm
20 mm

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/24
WL/8
WL²/47
WL²/16

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Thickness of the stem is kept same throughout
All listed here
Base slab is made 10 cm thicker than the stem
Width of the base slab is kept 0.7 time the total height of the wall

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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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