A.Only to beams of circular cross-section
B.Only to beams of rectangular cross-section
C.When the beams are strained beyond the elastic limit
D.When the beams are not strained beyond the elastic limit
E.None of the above
A.Perfect section
B.Jointless section
C.Seamless section
D.Strong section
E.Stress free section
A.Shear force is zero
B.Shear force is maximum
C.Bending moment is zero
D.Axial thrust is zero
A.7/8 L from fixed end
B.3/8 L from free end
C.5/8 L from free end
D.At free end
A.Tension
B.Compression (bearing)
C.Shear
D.Least of (A), (B) and (C) above
E.None of the above
A.Ductile
B.Shock proof
C.Resilient
D.Hard
E.Tough
A.17,600 kg
B.12,540 kg
C.88 kg
D.4400 kg
E.2200 kg
A.Rankine’s theorem
B.Mohr’s hypothesis
C.Castigliano’s theorem
D.Maxwell’s theorem
E.None of the above
