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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

11 mm
15 mm
10 mm
12 mm

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

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

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One fourth of the width of the steam at the bottom
One-third of the width of the stem at the bottom
Width of the stem at the bottom
One half of the width of the stem at the bottom

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C²
2300/2C
2800/3C
2800/C

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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)
w (R + T)/T

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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

Economic section
All listed here
Balanced section
Critical section

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