A.12.5 tonnes/cm2
B.10.0 tonnes/cm2
C.7.5 tonnes/cm2
D.4.5 tonnes/cm2
E.None of the above
A.At right angles to the plane in which the beam bends
B.In the same plane in which beam bends
C.In the vertical plane
D.In the horizontal plane
E.None of the above
A.Ductile failure
B.Brittle failure
C.Impact failure
D.Hysteresis failure
E.Fatigue failure
A.Half
B.One fourth
C.Same
D.Higher
E.There is no comparison between the two
A.cm/cm
B.kg/cm
C.kg-cm/cm
D.Dirnensionless
E.None of the above
A.Infinitely long
B.Supported at two points only
C.Supported at more than two supports
D.Fixed at the ends and simply supported at intermediate point
E.None of the above
A.100
B.200
C.500
D.900
E.1000
A.its length is exactly equal to radius of gyration
B.its length is half the radius of gyration
C.total load carried is less than half the dead weight
D.its length is supported on all sides throughout its full length
A.3/4 D
B.3/5 D
C.2/3 D
D.D/4
E.D/8
