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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

WR²/16
3WR²/16
2WR²/16
Zero

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

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

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is not cohesive
Is free from moisture
Is dry
All listed here

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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

0.3 H
0.4 H
0.7 H
0.5 H

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

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Under-reinforced section
Over reinforced section
Critical section
Economic section

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