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RCC Structures Design

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Column head
Drop panel
Capital

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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/3jdƩO
Q/jdƩO
2 × Q/jdƩO

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.0775 a
D = 0.775 a
D = 0.775 a²
D = 0.775 √a

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

2WR²/16
Zero
3WR²/16
WR²/16

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

150 cm
100 cm
200 cm
50 cm

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3 diameters
2.5 diameters
3.5 diameters
One diameter

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