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RCC Structures Design

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
35°
45°
55°

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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
Dowel splice
Straight bar splice

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains within the flange
Coincides the geometrical centre of the beam
None of these
Remains below the slab

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Critical section
Economic section
All listed here
Balanced section

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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 T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w √(R² + T²)/T
w (R + T)/T
w √(R + T)/T
w (R/T)

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