Hello everyone, I need help calculating wind loads on a lattice structure.
It's a 40cm x 100cm tower, 5m tall. What would be the best way to calculate wind loads on this structure?
The tower has sheet metal on all sides except the top.
Sorry for my english, its not my first lenguage.
Thx.
Hi, i have a question, how to calculate a column when it is affected by two directional bendin and tension.
Ej:
Column 40x40 cm
Pu= -90kN Tension
Mux = 50knm
Muy = 90knm
Thx.
