hi prex!!
thanks for the reply!!
ya i had calculated the flange plate and tension in bolts. no problem for me.
thanks for your info on the stiffener. :)
Hey guys! I'm new to this forum.
I'm a fresh design engineer.
Currently this is my first month employed in a company.
Today was asked to design a 2m diameter, 5m height, 4.5mm thk. circular column metal formwork. Concrete density is 24kN/m3.
The lateral concrete pressure that i got is...
