If the allowable shear stress is 960 kg/sq. cm for the size h cm, the allowable force per cm of weld length would be
A.950 h
B.670 h
C.475 h
D.400 h
E.315 h
A.950 h
B.670 h
C.475 h
D.400 h
E.315 h
A.Ductile materials
B.Brittle materials
C.Plastic materials
D.Elastic materials
E.Visco-elastic materials
A.To fill the axial gas
B.To provide cushioning effect
C.To absorb shocks and vibrations
D.To provide bearing area
E.None of the above
A.Below and above atmosphere
B.Slightly above atmospheric pressure
C.At half the working pressure of boiler
D.At working pressure of boiler
E.At 1
A.Iso-strain
B.Relaxation
C.Hysteresis
D.Bounhinger effect
E.Hooke’s effect
A.Welded joint
B.Welded joint with cover plate
C.Riveted lap joint
D.Reveted butt joint
E.Any of above
A.Should be across threaded portion of the shank
B.Should never be acress threaded portion of the shank
C.Should be parallel to the axis of bolt
D.Should be normal so the threaded portion of the shank
E.None of the above
A.Repainting
B.Polishing
C.Electroplating
D.Recasting
E.None of the above
A.Directly
B.Via cotter
C.Via cotter pin
D.Via collar
E.None of the above