Thanks Coachroach, desertfox, and prex for your feedback. I am sorry for the delay to reply, but I have been swamped the last 2 months. Actually, I followed the last line of prex's advise, based on the fact that the inertia of a T section and the inertia of an angle are the same, so I could...
Hi,
I am amazed by the lack of formulas to calculate bending stresses of curved beams that are frequently used, this is, when the plane of loading and the plane of curvature is the same, but this is not a plane of symmetry for the section, being structural angles (with plane of bending and...
