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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
6 m
5 m
3 m

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span and fixed support
Fixed end
Mid span
Free end

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w √(R² + T²)/T
w √(R + T)/T
w (R + T)/T
w (R/T)

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Width/(Lever arm × Shear force)
(Shear force × Width)/Lever arm
Shear force/(Lever arm × Width)
Lever arm/(Shear force × Width)

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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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
None of these
With the vertical
With the horizontal

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