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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
6 legged
10 legged
12 legged

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
22 mm
12 mm
6 mm

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the perpendicular to the inclined plane of the soil
With the vertical
With the horizontal
None of these

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

20 kg/cm²
5 kg/cm²
10 kg/cm²
15 kg/cm²

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One half of the width of the stem at the bottom
One fourth of the width of the steam at the bottom
One-third of the width of the stem at the bottom
Width of the stem at the bottom

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

π ft .d²/fb
ft .d/4fb
(π/4). (ft .d3/fb)
(π/4). (ft .d/fb)

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