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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
50
30
56

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

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

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Capital
Column head
Drop panel

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is effectively bonded together with the beam
It is built integrally with the beam
Flange has adequate reinforcement transverse to beam
All of the listed here

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RCC Structures Design
A pre-cast pile generally used, is

Circular
Octagonal
Square
Square with corners chamfered

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

Free end
Mid span
Mid span and fixed support
Fixed end

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