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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2.5
Less than 2.5
2
Less than 2

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r³) M
(5/6) (r/1 + r²) M
(5/6) (r²/1 + r²) M
(5/6) (r²/1 + r⁴) M

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

7 mm
5 mm
6 mm
4 mm

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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

0.696 %
0.496 %
0.596 %
0.796 %

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RCC Structures Design
Piles are usually driven by

Diesel operated hammer
All listed here
Single acting steam hammer
Drop hammer

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

Dowel splice
Straight bar splice
Hooked splice
All listed here

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