Principal plane has
A.Maximum shear stress
B.No shear stress
C.No compressive stress
D.Maximum tensile stress
E.Maximum compressive stress
A.Maximum shear stress
B.No shear stress
C.No compressive stress
D.Maximum tensile stress
E.Maximum compressive stress
A.type of loading
B.area of cross-section
C.type of material
D.hardness of material
A.Rubber
B.Wood
C.sawdust
D.Lead sheet
E.Any of the above
A.Is uniform throughout
B.Has maximum value at the axis
C.Has maximum value at the surface
D.Varies linearly from axis to surface
E.Is zero at the axis and linearly increases to a maximum value at the surface of the shaft
A.Creep
B.Strain hardening
C.Buchinger’s effect
D.Hysteresis
E.Visco-elasticity
A.Shear force diagram
B.Bending moment diagram
C.Stress diagram
D.Thrust diagram
E.None of the above
A.Zig-zag riveting
B.Butt-riveting
C.Chain riveting
D.Diamond riveting
E.Criss-cross riveting
A.Both beams will be equally strong
B.Circular section beam will be economical
C.Square section beam will be economical
D.The suitability of section will depend on the nature of loading
E.In shear, square section beam will be stronger