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RCC Structures Design

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

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.5 H
0.4 H
0.3 H
0.7 H

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

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

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

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

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Centre to centre distance between T-beams
Breadth of the rib
Overall thickness of the rib
All of the listed here

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Raft
Strip
Strap
Footing

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