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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

45°
30°
All listed here
40°

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.2
0.8
0.7
0.9

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A rib
All listed here
A key
A cut-off wall

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

175 kg/cm²
49.9 kg/cm²
250 kg/cm²
100 kg/cm²

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RCC Structures Design
On piles, the drop must be at least

123 cm
124 cm
120 cm
80 cm

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Needs redesigning
Is over safe in shear
Is unsafe in shear
Is safe in shear

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