Hi George, thanks for the guidance. I was able to find my old notes for web side plate/fin plate design and evaluating the weld stresses, which in this case would be distributed to the 2 flanges.
Hi folks, relatively new engineer here. I have a question about determining the weld demand for an end connection on an I-beam that’s bending about its minor axis.
When dealing with an I-beam bending about its major axis, the simplified approach typically involves resolving the couple of forces...