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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

50
55
45
40

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

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Ellipsoid
None of these
Semi-hemisphere
Paraboloid

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains below the slab
Remains within the flange
None of these
Coincides the geometrical centre of the beam

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Vertical shear
Diagonal compression
Diagonal tension
Horizontal shear

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Maximum shear force
Minimum bending moment
Minimum shear force

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