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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

40
30
50
35

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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
8hp/l
8hp/l²
8hl/p²

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

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

One diameter
3 diameters
2.5 diameters
3.5 diameters

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

120 cm
80 cm
123 cm
124 cm

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.0 m
4.7 m
4.5 m
4.1 m

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