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RCC Structures Design

RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Two times
Three times
Four times
Five times

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RCC Structures Design
The load stress of a section can be reduced by

Increasing the total perimeter of bars
Replacing larger bars by greater number of small bars
Replacing smaller bars by greater number of greater bars
Decreasing the lever arm

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Capital
Drop panel
Top of the column
Supporting end of the column

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d + n/3
d
n
d - n/3

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

30 bar diameters
18 bar diameters
36 bar diameters
24 bar diameters

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

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