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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

6 m
3 m
5 m
4 m

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

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

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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

Supports
Every section
Mid span
Quarter span

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Moment of the beam section about its neutral axis
Shear force
Distance of the C.G. of the area from its neutral axis
Area of the section

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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

2300/2C
2800/C
2800/3C
2800/C²

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
40
30
50

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