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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Six times
Four times
Three times

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

14 mm
10 mm
12 mm
16 mm

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

Mid span
Free end
Mid span and fixed support
Fixed end

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45
40
50
55

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

All listed here
Shrinkage stress
Temperature stress
Load

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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

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

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