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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Four times
Five times
Three times

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

6 mm
8 mm
10 mm
12 mm

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
The advantage of reinforced concrete, is due to

Economy because of less maintenance cost
Monolithic character
All listed here
Fire-resisting and durability

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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

50 cm
150 cm
200 cm
100 cm

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

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

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