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RCC Structures Design

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

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

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

All listed here
Is dry
Is not cohesive
Is free from moisture

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.18 %
0.10 %
0.12 %
0.15 %

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the centre edge of column
Half the distance of projection
0.1 L from the outer edge of column
One-fourth the distance of projection

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RCC Structures Design
The load stress of a section can be reduced by

Decreasing the lever arm
Increasing the total perimeter of bars
Replacing larger bars by greater number of small bars
Replacing smaller bars by greater number of greater bars

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.596 %
0.496 %
0.696 %
0.796 %

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