RCC STRUCTURES DESIGN QUIZ

7.5 mm

5 mm

15 mm

10 mm

Leaver arm/(Bending moment × Total perimeter of reinforcement)

Shear force/(Leaver arm × Total perimeter of reinforcement)

Leaver arm/(Shear force × Total perimeter of reinforcement)

Total perimeter of reinforcement/(Leaver arm × Shear force)

Area of the section

Shear force

Distance of the C.G. of the area from its neutral axis

Moment of the beam section about its neutral axis

[m/(m - r)] d

[(m + r)/m] d

[(r - m)/m] d

[m/(m + r)] d

Cosine is equal to the ratio of the maximum resistance sliding on any internal inclined plane to the normal pressure acting on the plane

Sine is equal to the ratio of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane

Tangent is equal to the rate of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane

None of these

8

16

12

10

5 kg/cm²

15 kg/cm²

10 kg/cm²

20 kg/cm²

None of these

(wx/wy) = (ly/lx)²

(wx/wy) = (ly/lx)

(wx/wy) = (ly/lx)⁴

30 cm

25 cm

20 cm

35 cm

All listed here

Straight bar splice

Dowel splice

Hooked splice