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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
50 cm
100 cm
120 cm

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

300 kg/cm²
400 kg/cm²
200 kg/cm²
100 kg/cm²

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RCC Structures Design
The neutral axis of a T-beam exists

Within the flange
All listed here
At the bottom edge of the slab
Below the slab

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

25
35
40
30

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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
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Moment of the beam section about its neutral axis
Distance of the C.G. of the area from its neutral axis
Area of the section
Shear force

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