RCC Structures Design

A. Load
B. Temperature stress
C. Shrinkage stress
D. All the above

A. Fixed end
B. Free end
C. Mid span
D. Mid span and fixed support

A. Supports
B. Mid span
C. Every section
D. Quarter span

A. Under-reinforced section
B. Over reinforced section
C. Economic section
D. Critical section

A. A circular curve
B. A straight line
C. A parabolic curve
D. An elliptical curve

A. 50 cm
B. 100 cm
C. 150 cm
D. 200 cm

A. One half of the width of the stem at the bottom
B. One -third of the width of the stem at the bottom
C. One fourth of the width of the steam at the bottom
D. Width of the stem at the bottom

A. 30
B. 35
C. 40
D. 50

A. Shear force/(Lever arm × Width)
B. Lever arm/(Shear force × Width)
C. Width/(Lever arm × Shear force)
D. (Shear force × Width)/Lever arm

A. 6 legged
B. 8 legged
C. 10 legged
D. 12 legged