Theory of Structures

A. H = 0
B. V = 0
C. M = 0
D. All the above

A. 80 N/mm2
B. 100 N/mm 2
C. 120 N/mm2
D. 150 N/mm2

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. A simply supported beam with isolated central load
B. A simply supported beam with uniformly distributed load
C. A cantilever with an isolated load at the free end
D. A cantilever with a uniformly distributed load

A. Rankine
B. Guest or Trecas
C. St. Venant
D. Von Mises

A. Compound beams
B. Indeterminate beams
C. Determinate beams
D. Composite beams

A. Radius of the shaft
B. Angle of twist
C. Length of the shaft
D. Modulus of rigidity

A. WL3/3EL
B. WL3/8EL
C. WL3/24EL
D. WL3/48EL

A. 411 N mm
B. 511 N mm=
C. 611 N mm
D. 711 N mm

A. 2 L
B. L
C. L/2
D. L