Freshers India

Euler's formula for a mild steel long column hinged at both ends is not valid for slenderness ratio                        

For a determinate pin-jointed plane frame, the relation between the number of joints j and members m is given by                        

For an isotropic, homogeneous and elastic material obeying Hooke's law, number of independent elastic constants is                        

For ductile materials, the most appropriate failure theory is                        

For no torsion, the plane of bending should                        

For the design of a cast iron member, the most appropriate theory of failure is