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RCC Structures Design

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

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

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/2
WL/6
WL/4
WL/8

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

t/mc = (d - n)/n
mc/t = n/(d - n)
t/mc = (d + n)/n
mc/t = (d - n)/n

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains within the flange
None of these
Coincides the geometrical centre of the beam
Remains below the slab

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

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

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Economic section
Critical section
Balanced section
All listed here

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