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RCC Structures Design

RCC Structures Design
A flat slab is supported

On columns monolithically built with slab
On beams and columns
On columns
On beams

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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

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

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Straight bar splice
All listed here
Hooked splice
Dowel splice

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2200 kg/m³
2400 kg/m³
2300 kg/m³
2500 kg/m³

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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

Economic section
Over reinforced section
Under-reinforced section
Critical section

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

8.3 kg/cm²
21.5 kg/cm²
21.5 kg/cm²
7.6 kg/cm²

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