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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

10
20
15
25

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight below centroidal axis
Parabolic with convexity downward
Parabolic with convexity upward
Straight above centroidal axis

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

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

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

24 bar diameters
30 bar diameters
18 bar diameters
12 bar diameters

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

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

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RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

(wx/wy) = (ly/lx)²
(wx/wy) = (ly/lx)⁴
(wx/wy) = (ly/lx)
None of these

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