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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
40 cm
75 cm
30 cm

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

25
35
30
20

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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

0.796 %
0.696 %
0.596 %
0.496 %

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/47
WL²/24
WL²/16
WL/8

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight below centroidal axis
Parabolic with convexity upward
Straight above centroidal axis
Parabolic with convexity downward

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

Hooked splice
Dowel splice
All listed here
Straight bar splice

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