Community email notifications are disrupted. While we are working to resolve, please check on your favorite boards regularly to keep up with your conversations and new topics.
Hi
I want to calculate/plot the deflection and the moment along a column (or a stand-up beam) subjected to a lateral point load. The column is pinned at the top (A) and fixed at the bottom (B), and the load P is acting at a distance a from the top. If somebody can bring some knowledge to this, I'll be very thankful
Solved! Go to Solution.
Ksi and alfa can have values from 0 to 1. You can derivate the M-formula.
Ksi and alfa can have values from 0 to 1. You can derivate the M-formula.