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RCC Structures Design

RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

5 kg/cm²
10 kg/cm²
20 kg/cm²
15 kg/cm²

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

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

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RCC Structures Design
An under-reinforced section means

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

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A rib
A cut-off wall
A key
All listed here

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

205 cm
230 cm
210 cm
200 cm

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Critical section
Balanced section
All listed here
Economic section

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