Hello guys,
I am a first year engineering student in Malta. Now this crazy statics lecturer of ours gave a project to build a truss bridge in 2D of 26.5 m having a 9.70kN force downwards at 8.83 and a distributed load from 8.33m from the left of 2.05kN/m for 8.84m .
Now naturally the bridge being only in 2D has only three degrees of freedom.
Now any ideas how can I build this bridge?
Any ideas of how can I can get a result of the force in members without using method of joints or method of sections.
Any ideas on how I can obtain these results through a matrix in excel
Thanks, as you can see i am a little desperate because I cannot find any help from nowhere.