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...
Dik,
Could you please elaborate on what framing means? Also, that house-shaped polygon was initially proposed to be another setdown due to that being a wet area but that is not the case anymore so it is now just a 200 thick slab.
Regards
HB.
w-streng,
I found your suggestions very helpful and they are a big help. I want to add 50mm to the slabs as you suggested but that seems unlikely to happen as the client was restricted by the council policies to build any taller so the client deemed it appropriate to have a total of four...
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...
