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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/30th of span
1/15th of span
1/25th of span

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

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

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RCC Structures Design
On piles, the drop must be at least

123 cm
124 cm
120 cm
80 cm

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.0775 aP
D = 0.00775 aP
D = 0.07775 aP
D = 0.775 Pa

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RCC Structures Design
Post tensioning system

None of these
Was widely used in earlier days
Is not economical and hence not generally used
Is economical for large spans and is adopted now a days

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Marcus formula
Grashoff formula
Rankine Grashoff formula
Rankine formula

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