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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

0.4
0.6
0.7
0.5

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RCC Structures Design
The minimum head room over a stair must be

205 cm
200 cm
230 cm
210 cm

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/12 (L - 2D/3)²
WL/12 (L - D/3)²
WL/10 (L - 2D/3)²
WL/10 (L + 2D/3)²

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
21.5 kg/cm²
8.3 kg/cm²
7.6 kg/cm²

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

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

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

Shrinkage stress
Load
All listed here
Temperature stress

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