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RCC Structures Design

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

4 mm
5 mm
6 mm
7 mm

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

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RCC Structures Design
A foundation rests on

Both B and C
Foundation soil
Base of the foundation
Sub-grade

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

C.L. standard system
Lee-McCall system
Magnel-Blaton system
Freyssinet system

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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

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

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains within the flange
Remains below the slab
Coincides the geometrical centre of the beam
None of these

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