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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
100 cm
75 cm
50 cm

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Radius of the column
Diameter of the column
One-fourth the width of the panel
Half the width of the panel

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

35
20
30
25

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

Risers minus one
Risers plus one
Risers in the flight
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

8hl/p
8hl/p²
8hp/l
8hp/l²

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

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