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RCC Structures Design

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

0.8
0.7
0.2
0.9

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w √(R² + T²)/T
w (R/T)
w (R + T)/T
w √(R + T)/T

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

Less loaded column
More loaded column
A point of zero shear force
A point of the maximum shear force

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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
Distance between the centers of T-beam
Least of the above

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Semi-hemisphere
Paraboloid
None of these
Ellipsoid

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RCC Structures Design
The minimum head room over a stair must be

230 cm
210 cm
205 cm
200 cm

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