Hey, I can't find any info how should be shown fillet-butt weld around CHS joint in drawings? I've attached picture. At crown toe and heel is fillet weld and at saddle butt weld. Transition between welds continuous and smooth. Any suggestions? Sorry for my English. Looking forward
Hey everyone, I'm searching info about CHS class 4 element design by EC 3. I want to design steel tower as class 4 section element. Articles, books ...? Thanks.
Hi all
I can't get why aerodynamic load My on tower top in load case Nr.2 is with minus symbol? Wind blows in X direction. I understand that those extreme loads is from simulation, but I'm interested how it could be? Hope I wrote understandable. I have to design offshore turbine support...
Hi, for someone my questions will be stupid, but i cant get it by myself so i need help.
I have measurement data: wind speed( from 1-23m/s) and it corresponding mean seasonal wave's height. Is it possible to get significant wave height? That I could use for offshore structures load cases. Sorry...
Hi, i have 50m height tubular structures which is made from shell elements. I need to put bending moment on top of this tower. How can i do this, to get same results as if tower would be simple beam? I'm using Robot Pro. Sorry for bad english.
