Hi
I have beed tasked with designing grillage foundations for a series of slim towers to be used for rapid deployment telecom sites. Due to the base width of the towers, it is impossible to design isolated footings for each leg so I have to use a raft foundation. Unfortunately while there's alot...
Hi
We had a number of towers supplied to us about two years ago with the leg connection shown in the attachment at the point where the lower tapered part joins the non tapered part of the tower. As can be seen all the forces are transferred from the upper part to the lower part through the leg...
Hi
I recently received a request to perform a modification design for a telecommunication tower foundation. It's a four leg, 80m tower and
the base reactions from the tower analysis are:
1914.61 kN Max compression
1665.27 kN Max uplift
27821.77 kNm over turning moment
756.12 kN Base shear
574.36...
