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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Winder
Tread
Rise
Flight

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RCC Structures Design
A foundation rests on

Foundation soil
Base of the foundation
Sub-grade
Both B and C

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.50 times the average
1.25 times the average
2.0 times the average
1.75 times the average

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/36 for end panels without drops
All listed here
L/36 for interior panels without drop
L/32 for end panels without drops

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

10 mm
25 mm
15 mm
20 mm

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Four times
Three times
Five times

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