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RCC Structures Design

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.6
0.5
0.7
0.4

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Load
All listed here
Shrinkage stress
Temperature stress

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/4
WL/2
WL/8
WL/6

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

2.0 times the average
1.75 times the average
1.50 times the average
1.25 times the average

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

5.8
7.5
8.5
0.87

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C
2800/3C
2300/2C
2800/C²

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