Dear engineers,
i am designing a foundation for a telecom pylon.
the major effect is the wind effect.
the system is similar to a big billbord 15m height subjected to wind effect.
The foundation is designed to withstand overturning due to the wind.
can anyone give me the right load combinaison...
Dear all,
in Etabs, is it better to keep a beam as 1 line between 2 columns or is it better to divide the beam line on nodes intersecting with the beam.
Is there any difference between both cases and what about if there is a line load on beams?
i appreciate ur help