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RCC STRUCTURES DESIGN

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

124 cm
123 cm
120 cm
80 cm

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

All of the listed here
It is built integrally with the beam
It is effectively bonded together with the beam
Flange has adequate reinforcement transverse to beam

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/3P
WL/2P
WL/P

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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/p²
8hp/l²
8hp/l
8hl/p

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
12 mm
10 mm
15 mm

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