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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
20 kg/cm²
25 kg/cm²
15 kg/cm²

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Four times the diameter
Twice the diameter
Thrice the diameter
Five times the diameter

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/32 for end panels without drops
All listed here
L/36 for end panels without drops
L/36 for interior panels without drop

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

200 cm
100 cm
300 cm
150 cm

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Mid span
Supports
Quarter span

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

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