RCC Structures Design

A. 50 cm
B. 75 cm
C. 100 cm
D. 120 cm

A. P/A
B. A/P
C. P/2A
D. 2A/P

A. Three times
B. Four times
C. Five times
D. Six times

A. Drop panel
B. Column head
C. Top of the column
D. None of these

A. h = (W/Aw) [(1 –
B. h = (W/Aw) [(1 + )/(1 + sin )]
C. h = (W/Aw) [(1 – )/(1 + sin )]²
D. h W/Aw) [(1 – )/(1 + sin )]²

A. Supporting end of the column
B. Top of the column
C. Capital
D. Drop panel

A. m = 700/3C
B. m = 1400/3C
C. m = 2800/3C
D. m = 3500/3C

A. 0.496 %

B. 0.596 %

C. 0.696 %

D. 0.796 %

A. 2WR²/16
B. 3WR²/16
C. 5WR²/16
D> NON OF THESE

A. To overcome high bearing stresses developed at the ends
B. To overcome bursting stresses at the ends
C. To provide high bond stresses
D. All the above