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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm
7 mm
6 mm
4 mm

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh² [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/2(1 + sin φ)]
wh [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/3(1 + sin φ)]

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

12 cm to 15 cm
3 cm to 5 cm
8 cm to 10 cm
5 cm to 8 cm

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

One-third of the effective span of the T-beam
Breadth of the rib plus twelve times the thickness of the slab
Distance between the centers of T-beam
Least of the above

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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

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

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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 + four times thickness of the slab
Least of the above
Breadth of the rib + half clear distance between ribs

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