After listening to this tutorial I automatically subscribed to your channel. Thank you so much for this tutorial. This is the best tutorial on Frame analysis have ever come across.
thank you so much....you should know that there are some students somewhere in Namibia, Africa who are going to Graduate because of your Video...keep doing what your doing
Nice presentation. When you have reversal of stresses in a truss due to wind, how do you take care of the effective length of the bottom chord which is usually not restrained laterally with purlins like the top chord?
Hi, how do you ensure that your nodes stay on a straight line when you have irrational numbers as your coordinates due to your roof slope? I thought I could use a construction line like in SUMO but I cant seem to be able to do that in Frame analysis
Thank you for the video. I am working on a portal frame that gives me an unsuccessful analysis: "out of memory: stiffness matrix" Do you perhaps know what the problem could be
Under beam loads, after feeding the 'Beam element definition', my 'direction' tab contains 'XYZLK'. What direction does the 'K' stand for? I understand XYZL but not 'K'. I'm using Prokon 3.0 Thank you.