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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

12 cm to 15 cm
6 cm to 7.5 cm
10 cm to 12 cm
8 cm to 10 cm

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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

0.4 H
0.3 H
0.7 H
0.5 H

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RCC Structures Design
The effective span of a simply supported slab, is

None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall
Clear span plus effective depth of the slab
Distance between the centers of the bearings

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.596 %
0.796 %
0.496 %
0.696 %

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

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

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

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