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RCC STRUCTURES DESIGN

RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be zero at the centre of the foundation
Not be uniform
Be more at the edges of the foundation
Be uniform

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RCC Structures Design
In a cantilever retaining wall without a heel slab

All listed here
Thickness of the stem is kept same throughout
Width of the base slab is kept 0.7 time the total height of the wall
Base slab is made 10 cm thicker than the stem

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

Strip
Footing
Strap
Raft

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

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

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Continuous beam
Simply supported beam
None of these
Cantilever beam

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