Dear Dick,
i actually have a 6m width slab laying on edge beams. i noticed deflection on the middle of the slab and the only solution i can admit is to construct a partition wall (non bearing masonry wall)under the mid of the slab.
Will that wall be considered as a support for the slab and...
Thanks SteelIPE
i appreciate ur help. i checked lots of calculations and the stability (Stabilising Moment over overturning momnet) is took on ultimate combinaisons
i used to use G+W
1.35G +1.5 W
G +1.5 W
but i found a calculus made on G+1.75W , i thought it is too...
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
