I am currently designing a relatively high (11m) access platform that comprises of a walkway at 8m and a monorail at the very top. Given the height of the columns, the top has a tendency to sway in wind causing service deflections of about 69m on top. Since the structure does not have any...
Hi to anyone reading this,
I am at a complete loss as I attempt to design a suspended flat slab of irregular shape with openings - attached as below. I plan to do some manual calculations before I perform an FEA analysis but I don't know where to even begin since I am a recent graduate and...
