Emir Tuna Yilmaz
New Member
Hello friends, I tried to design a pool consisting of panels as seen in the attached project. I defined additional horizontal load on the curtains. (4 meters high, 1.5 tons/m3 unit weight for fluid horizontal pressure, triangular distributed load, bottom base 6 tons/m2 upper base 0 tons/m2) According to the notes I read in the forum, the water load h and 0.9G+1.6H - I defined 1.4G+1.6Q+1.6H load combinations. I would appreciate it if you could check the project that I calculated considering all these. Good work, Emir Tuna YILMAZ