bending moment of a simply supported slab is M Kg.cm, the effective depth of the If the maximum slab is (where Q is M.R. factor)________________?
A. M/100Q
B. M/ Q
C. M/Q)
D. (M/100Q)
A. M/100Q
B. M/ Q
C. M/Q)
D. (M/100Q)
A. d
B. n
C. d + n/3
D. d – n/3
A. l = dt/Sb
B. l = dt/2Sb
C. l = dt/3Sb
D. l = dt/4Sb
A. 50 kg/cm2
B. 150 kg/cm 2
C. 250 kg/cm2
D. 350 kg/cm2
A. Minimum bending moment
B. Maximum bending moment
C. Maximum shear force
D. Minimum shear force
A. 14 cm 2
B. 15 cm2
C. 16 cm2
D. 17 cm2
A. Vertical shear
B. Horizontal shear
C. Diagonal compression
D. Diagonal tension
A. Risers in the flight
B. Risers plus one
C. Risers minus one
D. None of these
A. 30°
B. 40°
C. 45°
D. All the above
A. 40
B. 45
C. 50
D. 55