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RCC Structures Design

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

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

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

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RCC Structures Design
The steel generally used in R.C.C. work, is

High carbon steel
Mild steel
High tension steel
Stainless

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

(Shear force × Width)/Lever arm
Lever arm/(Shear force × Width)
Width/(Lever arm × Shear force)
Shear force/(Lever arm × Width)

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/7 to 1/3 of rib depth
1/3 to 2/3 of rib depth
1/2 to 3/4 of rib depth
1/3 to 1/2 of rib depth

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/Q)
√(M/100Q)
M/10√Q
M/100Q

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