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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
8
10
12

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

All of these
Resist the temperature stresses
Distribute the load
Resist the shrinkage stress

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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,

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

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

None of these
41,200 kg
4,120 kg
412,000 kg

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/7th of the span
1/5th of the span
1/6th of the span
1/4th of the span

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Width/(Lever arm × Shear force)
Shear force/(Lever arm × Width)
Lever arm/(Shear force × Width)
(Shear force × Width)/Lever arm

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