Hello,
I've designed steel frame structure (industrial building) that supoports crane with 10t capacity, fixed end columns with roof truss. Now i've forwarded my design with support reactions to a partner who decided on foundation system of SOG with haunched edge. Does anyone have more...
Im trying to validate a PVC fabric as a cladding supported by steel frames. My frames have a 20m (66ft) span and a bay spacing of 4m (13ft).
LL is 1,25kN/m2 (26psf) - snow (dominant)
What I have from PVC membrane manufacturer site is
tensile strength 250/250 daN/5cm (285 lb/in)
tear strength...
