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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
150 kg/cm²
75 kg/m²
200 kg/m²

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Supporting end of the column
Drop panel
Capital
Top of the column

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

100 cm
200 cm
50 cm
150 cm

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

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

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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
20 mm
25 mm

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 1/2 of rib depth
1/3 to 2/3 of rib depth
1/2 to 3/4 of rib depth
1/7 to 1/3 of rib depth

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