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RCC Structures Design

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.8
0.6
0.7
0.9

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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

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

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

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(1 - C) mf - eE
(C - 1) mf + eE
(1 - C) mf + eE
(C - 1) mf - eE

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RCC Structures Design
Post tensioning system

Is not economical and hence not generally used
Was widely used in earlier days
Is economical for large spans and is adopted now a days
None of these

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

30 bar diameters
18 bar diameters
12 bar diameters
24 bar diameters

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