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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8
0.9
0.2
0.7

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is safe in shear
Is over safe in shear
Is unsafe in shear
Needs redesigning

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

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

2.0 times the average
1.25 times the average
1.75 times the average
1.50 times the average

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Breadth of the rib
Centre to centre distance between T-beams
Overall thickness of the rib
All of the listed here

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

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