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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Dog legged
Straight
Geometrical
Open newel

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

10 legged
12 legged
8 legged
6 legged

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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/3P
WL/P
WL/2P

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

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

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Drop panel
Top of the column
Capital
Supporting end of the column

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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/100Q)
M/100Q
M/10√Q
√(M/Q)

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