Recent content by P0zzn

I'm sorry but are you sure of that ank_gl?? I don't think there is direct shear involved. So possibly 2nd eqn isn't needed. Anyways, thank you.

CarlAK your effort is apprecable. I don't differ from you upto the computation of stress along X axis as you said, but there is no direct shear involved. So torsìon actually produces shear stress in y axis. And being honest i have no idea about stress in Z axis. Anyways Thanks. Fred, i am...

Sorry sir. But i clearly mentioned my approach to that problem. As far calculations and Mohr's circle is involved, I'm quiet sure, that's not a problem. I'd highly appreciate your effort if you could list the stresses acting on the stress element under specified loading.

Consider a beam under combined loading. Axial force, bending moment and torsion. I'm interested in determining the principle stress in any stress element on surface of beam. Well as per rule I've to show my attempt so: normal stress=axial load/beam crosssection shear...

Oh I'm sorry i didn't meant to say that. Load SHOULD NOT BE ECCENTRIC, it should be perfectly centric. Else we'll have bending stress to deal with. Thanks for correction

Sorry but i think the normal stress on any element at any distance from NA is equal to axial load/cross section of beam, Provided that we are dealing with perfectly eccentric load. But it's not true for shear stress. For shear stress distribution in beam cross section, there's a relation...

I'm disappointed the link is dead.