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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

30
40
25
35

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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

All listed here
30°
40°
45°

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RCC Structures Design
A pre-stressed concrete member

Is made of concrete
Is made of reinforced concrete
Possesses internal stresses
Is stressed after casting

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

All of the listed here
Stopped just below the floor level and separate lap bars provided
Bent inward at the floor level
Continued up

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/3P
WL/2P
WL/4P
WL/P

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Cantilever beam
None of these
Simply supported beam
Continuous beam

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