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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
8
10
12

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RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Square
Circular
Octagonal

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (A/P) + (M/Z)
f = (P/A) + (M/6Z)
f = (P/A) + (M/Z)
f = (P/'+ (Z/M)

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

(p₁ - p₂) ⅔h
[(p₁ + p₂)/2] h
[(p₁ + p₂)/4] h
[(p₁ - p₂)/2] h

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

49.9 kg/cm²
250 kg/cm²
175 kg/cm²
100 kg/cm²

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RCC Structures Design
A flat slab is supported

On beams and columns
On columns monolithically built with slab
On columns
On beams

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