Nov 27, 2004 #1 jiao Structural Dec 1, 2001 30 0 0 CA Is there any way I can calculate the shear+bending deformation together when a lateral force is not acting on the shear centre of the section (there should be torsion automatically)? assumng the default point of load is at centre of gravity. Thanks
Is there any way I can calculate the shear+bending deformation together when a lateral force is not acting on the shear centre of the section (there should be torsion automatically)? assumng the default point of load is at centre of gravity. Thanks