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RCC Structures Design

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

Three times
Five times
Four times
Six times

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Diagonal compression
Diagonal tension
Vertical shear

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

All of these
Higher bearing capacity
No decay due to termites
No restriction on length

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

f = (A/P) - (M/Z)
f = (P/'- (Z/M)
f = (P/A) - (M/Z)
f = (P/A) - (M/6Z)

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

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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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