Looking for someone to do a structural diagram for a steel columnar structure to hold up a tensile fabric shed over 3500 sq. ft with the right amount of tension and the optimal amount of steel used as columns, crossbars and purlins. This obviously will be difficult to describe without images, but once you share your details, I can email images, some Autocad plans, etc.
Meanwhile just to share this is a pyramidal cone held over square struts on tubular steel columns. with 65 ft by 55 ft side measurements, standing 14 ft tall at the base of the pyramid and with a rise of about 6-7 ft to the vertex. Looking for people with relevant experience of software driven structural planning expertise and a quick turnaround for essentially a simple plan. More complex structures lie ahead