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"ok thanks, stress is for tensile and compressional forces..." pyrit replied Apr 21, 2014 to dome stresses	4	Apr 27, 2014 Reply by Karamba3D
"Hi Thomas, I didn't look at your script in detail, but from the picture above it s…" Lara Alegria Mira replied Apr 22, 2014 to Sets of beam	7	Apr 22, 2014 Reply by Lara Alegria Mira
"So one more question, if i want to strenghten a shell structure with rod like eleme…" pyrit replied Apr 25, 2014 to dome stresses	4	Apr 27, 2014 Reply by Karamba3D
"The principal stress lines on shells indicate the best orientation for reinforcing e…" Karamba3D replied Apr 27, 2014 to dome stresses	4	Apr 27, 2014 Reply by Karamba3D
"hi, i dont really know what the restricted resolution is about, but ive had the pro…" Robert Vier replied May 8, 2014 to connect beam and shell nodes	2	May 9, 2014 Reply by Flavio Gaggi
"I tried to scale the geometriy, mesh and re-sale and works fine, thanks a lot best,…" Flavio Gaggi replied May 9, 2014 to connect beam and shell nodes	2	May 9, 2014 Reply by Flavio Gaggi
"Thanks again. Looking into CrossSectionValues.csv, I've seem strange numbers. I wa…" pablo replied May 11, 2014 to Analyze (Karamba) component	4	May 11, 2014 Reply by Karamba3D
"Hi Pablo, the appendix of the Karamba manual contains information regarding the algo…" Karamba3D replied May 11, 2014 to Analyze (Karamba) component	4	May 11, 2014 Reply by Karamba3D
"the 'script' is the inversion of the stiffness matrix, after f=K*U where f are force…" Robert Vier replied May 11, 2014 to Analyze (Karamba) component	4	May 11, 2014 Reply by Karamba3D
"It has probably to do with your regional settings for separating decimals. Best, C" Karamba3D replied May 11, 2014 to Analyze (Karamba) component	4	May 11, 2014 Reply by Karamba3D