Nov 27, 2004 #1 jiao Structural Joined Dec 1, 2001 Messages 30 Location 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