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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.15 %
0.10 %
0.18 %
0.12 %

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

3WR²/16
5WR²/16
2WR²/16
WR²/16

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 2/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 3/qmax)
(L/3) (1 - 5/qmax)

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RCC Structures Design
An under-reinforced section means

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

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/2jdƩO
Q/jdƩO
Q/3jdƩO
2 × Q/jdƩO

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C
2300/2C
2800/C²
2800/3C

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