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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

48 d
58 d
38 d
28 d

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/2
WL/6
WL/4
WL/8

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

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RCC Structures Design
An under-reinforced section means

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

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

WR²/16
None of these
3WR²/16
2WR²/16

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RCC Structures Design
Post tensioning system

None of these
Is not economical and hence not generally used
Was widely used in earlier days
Is economical for large spans and is adopted now a days

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