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RCC Structures Design

RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

M/100Q
M/10√Q
√(M/Q)
√(M/100Q)

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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

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

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thicker bar
Twice the diameter of thinner bar
None of these
One diameter of thinner bar

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Critical section
Over reinforced section
Under-reinforced section
Economic section

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (P/A) + (M/Z)
f = (A/P) + (M/Z)
f = (P/'+ (Z/M)
f = (P/A) + (M/6Z)

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

3 cm to 5 cm
5 cm to 8 cm
8 cm to 10 cm
12 cm to 15 cm

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