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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

6
1
0.15 %
4 %

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

0.87
7.5
8.5
5.8

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b + a)/8
M = pb (b + a)/8
M = pb (b - a)²/8
M = pb (c - a)/4
M = pb (b - a)²/4

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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

5 mm
6 mm
7 mm
4 mm

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/2P
WL/4P
WL/P
WL/3P

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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
Hooked splice
Dowel splice
All listed here

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