Civil Engineering MCQs

A. Graphical method
B. Method of joints
C. Method of sections
D. All the above

A. Both the ends are fixed
B. Both the ends are hinged
C. One end is fixed and other end is free
D. One end is fixed and other end is hinged

A. Horizontal thrust is wl2/8h
B. S.f. will be zero throughout
C. B.m. will be zero throughout
D. All the above

A. 1/4
B. 1/2
C. 1
D. 2

A. Area of cross-section divided by radius of gyration
B. Area of cross-section divided by least radius of gyration
C. Radius of gyration divided by area of cross-section
D. Length of column divided by least radius of gyration

A. A uniforml 4/3
B. End, is
C. All the above
D. Non of these

A. Maximum bending stress = 32m d3
B. Maximum shear stress = 16 t d3
C. Both a. and b.
D. Neither a. nor b.

A. Straight line formula
B. Parabolic formula
C. Perry’s formula
D. Rankine’s formula

A. Both the ends are fixed
B. Both the ends are hinged
C. One end is fixed and other end is free
D. One end is fixed and other end is hinged

A. Bd²/6
B. Bd3/6
C. Bd3/12
D. B²d/6