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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

200 kg/m²
Nil
75 kg/m²
150 kg/cm²

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

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

12 legged
6 legged
8 legged
10 legged

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/2P
WL/P
WL/4P
WL/3P

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Semi-hemisphere
Paraboloid
Ellipsoid

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/12th of the span
1/8th of the span
1/16th of the span
1/10th of the span

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