Theory of Structures

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

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

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

A. E = /A. L
B. E =/P. L
C. E = P. L/
D. E = P. A/

A. The outer most fibre of the section
B. The inner most fibre of the section
C. The neutral fibre of the section
D. The fibre everywhere

A. wa/27
B. wa²/27
C. w²a
D. wa²

A. Compressive stress
B. Tensile stress
C. Shear stress
D. None of these