Does anyone have any suggestions for the design of a cable supported mesh structure without using finite elements. It is a 100' diameter, 8 sided plan view with a central mast. In other words, how would we have done this 25 years ago. The simplified hand calculation method is what I am...
I am designing a post-tensioned flat plate slab
We have used StudRails in the past, so I am using the software developed by Decon Studrail to check the punching shear at each column and the size the reinforcing when required.
Unfortunately, I need shear reinforcing at almost every column.
The...
