40′ × 60′ Fully Enclosed Steel Tubular Building
Engineered tubular-steel building designed for 140 mph wind: trusses, columns, purlins, base-rail anchorage and slab foundation.
Scope of work
- Design loads: 140 mph ultimate wind, Exposure C, Risk Category II, 5 psf ground snow, 12 psf roof live
- Foundation plan with 12" deep footers, column layout, truss layout and purlin layout
- Double-leg tubular columns (2.5×2.5×14 ga), trusses and a full member schedule
- Main wind force resisting system, components & cladding and base-rail anchorage
- Connection details and typical wall framing sections
Drawings & calculations
8 sheets from the project — click any sheet to view it full size.