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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

Four times
Six times
Three times
Five times

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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

40°
30°
45°
All listed here

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

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is effectively bonded together with the beam
Flange has adequate reinforcement transverse to beam
It is built integrally with the beam
All of the listed here

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the outer edge of column
0.1 L from the centre edge of column
One-fourth the distance of projection
Half the distance of projection

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RCC Structures Design
An under-reinforced section means

Steel will yield first
Steel provided on one face only
Steel is provided at the underside only
Steel provided is insufficient

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