Eccentrically loaded columns are generally subjected to
A.axial compression and tension
B.bending stress and axial compression
C.shear stress and axial compression
D.bending stress, shear stress and axial compression
A.axial compression and tension
B.bending stress and axial compression
C.shear stress and axial compression
D.bending stress, shear stress and axial compression
A.16?15
B.16?15
C.3?4
D.7?8
E.8?7
A.Short column
B.Long column
C.Strut
D.Medium column
E.None of the above
A.Vertical planes only
B.Every fibre
C.Top fibre
D.Bottom fibre
E.Middle fibre
A.5
B.10
C.15
D.More than 20
E.There is no such relationship
A.The maximum shear stress acts
B.The minimum shear stress acts
C.No shear stress acts
D.Any of the above
E.None of the above
A.stiffening the web
B.limiting the stress that can be used
C.increasing the span
D.any of the above methods
A.0 and 1
B.?1 and +1
C.?0.5 and +0.5
D.?1 and +0.5
A.Proof strain energy
B.Strain energy
C.Elastic limit strain energy
D.Resilience
E.None of the above
A.The ratio of true stress to true strain
B.The ratio of shear stress to shear strain
C.The ratio of longitudinal stress to longitudinal strain
D.The ratio of twisting moment to cross-sectional area
E.None of the above