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RCC Structures Design

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

55
50
45
40

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

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RCC Structures Design
A ribbed slab is provided for

Acoustic insulation
Thermal insulation
All of these
A plain ceiling

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is continuous over two supports
The ratio of spans in two directions is less than 2
It supports live loads in both directions
The slab is discontinuous at edges

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

Six times
Three times
Four times
Five times

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

All listed here
Dowel splice
Straight bar splice
Hooked splice

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