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RCC Structures Design

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.8
0.7
0.9

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Hooked splice
All listed here
Straight bar splice
Dowel splice

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/12 (L - D/3)²
WL/10 (L - 2D/3)²
WL/12 (L - 2D/3)²
WL/10 (L + 2D/3)²

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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

None of these
Simply supported beam
Cantilever beam
Continuous beam

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

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RCC Structures Design
A very comfortable type of stairs is

Geometrical
Dog legged
Open newel
Straight

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