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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm
30 cm
20 cm
40 cm

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

80 cm
124 cm
123 cm
120 cm

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

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

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RCC Structures Design
The number of treads in a flight is equal to

Risers minus one
Risers in the flight
Risers plus one
None of these

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l²
8hl/p²
8hl/p
8hp/l

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Top of the column
Capital
Drop panel
Supporting end of the column

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