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RCC Structures Design

RCC Structures Design
A foundation rests on

Sub-grade
Foundation soil
Base of the foundation
Both B and C

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 - x/l) + bw
K/x (1 + x/d) + bw
All listed here
Kx (1 + x/l) + bw

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

200 kg/cm²
100 kg/cm²
300 kg/cm²
400 kg/cm²

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b - a)²/8
M = pb (b + a)/8
M = pb (c - a)/4
M = pb (b - a)²/4
M = pb (b + a)/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
All of the listed here
It is effectively bonded together with the beam
Flange has adequate reinforcement transverse to beam

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.5
0.4
0.6
0.7

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