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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

Four times
Six times
Five times
Three times

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3 diameters
One diameter
2.5 diameters
3.5 diameters

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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
The maximum shear stress (qmax) in a rectangular beam is

1.50 times the average
1.75 times the average
2.0 times the average
1.25 times the average

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RCC Structures Design
A ribbed slab is provided for

Acoustic insulation
All of these
Thermal insulation
A plain ceiling

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
15 kg/cm²
25 kg/cm²
20 kg/cm²

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