Category: RCC Structures Design

A. One-fourth the width of the panel
B. Half the width of the panel
C. Radius of the column
D. Diameter of the column

A. With the horizontal
B. With the vertical
C. With the perpendicular to the inclined plane of the soil
D. None of these

A. 10 mm
B. 15 mm
C. 20 mm
D. 25 mm

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

A. 10 %
B. 20 %
C. 40 %
D. 50 %

A. Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier
B. Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier
C. Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously
D. All the above

A. Rectangular columns is 4
B. Circular columns is 6
C. Octagonal columns is 8
D. All the above

A. (5/6) (r/1 + r²) M
B. (5/6) (r²/1 + r²) M
C. (5/6) (r²/1 + r3) M
D. (5/6) (r²/1 + r4) M

A. Rankine formula
B. Marcus formula
C. Rankine Grashoff formula
D. Grashoff formula

A. Triangular load of the wall
B. UDL of wall
C. UDL of wall + load from the roof
D. Triangular load + load from the roof