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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

30°
40°
45°
All listed here

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

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

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ + p₂)/2] h
[(p₁ - p₂)/2] h
[(p₁ + p₂)/4] h
(p₁ - p₂) ⅔h

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

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

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here
Stress in tension steel equals the stress in compression steel
Compression is resisted by compression steel
Tension is resisted by tension steel

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

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

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