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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Straight
Dog legged
Open newel
Geometrical

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 3500/3C
m = 2800/3C
m = 700/3C
m = 1400/3C

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 2/3 of rib depth
1/2 to 3/4 of rib depth
1/3 to 1/2 of rib depth
1/7 to 1/3 of rib depth

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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

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

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.496 %
0.696 %
0.596 %
0.796 %

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Free end
Mid span
Fixed end
Mid span and fixed support

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