A.20 kg/cm2
B.40 kg/cm2
C.80 kg/cm2
D.430 kg/cm2
E.860 kg/cm2
A.250 N/mm2
B.500 N/mm2
C.750 N/mm2
D.1500 N/mm2
A.Elastic
B.Plastic
C.Rigid
D.Elastic-plastic
E.Rigid plastic
A.100 N/mm2
B.200 N/mm2
C.400 N/mm2
D.800 N/mm2
A.1/4 x thickness of plate
B.1/2 x thickness of plate
C.Plate thickness
D.2 x plate thickness
E.4 x plate thickness
A.Compressive stresses
B.Tensile stresses
C.Shear stresses
D.Thermal stresses
E.None of the above
A.6 N/mm2
B.12 N/mm2
C.18 N/mm2
D.20 N/mm2
E.24 N/mm2
A.Principle of least work
B.Law of minimum energy
C.Law of conservation of energy
D.Principle of failure of structure
E.None of the above
A.30 – 35
B.35 – 50
C.50 – 60
D.60 – 85
E.85 – 95
A.0.5 kg/cm2
B.1.5 kg/cm2
C.3.0 kg/cm2
D.4.77 kg/cm2
E.5.5 kg/cm2
