have a monorail design
however need a significant sized stub shaft of about 3 m long.
allowing for off vertical loading may put extra bending moment on the connections of this shaft.
any other alarms that i should be considering outside of this fact?
happy holidayz.[afro2]
Hello
I've started to use structural engineering program and would really appreciate some practical examples on the use of offsets, member releases etc. when modelling real world structures.
Does any one know of any good resources which shows examples of structures, and how they are in turn...
