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The roof plan and 3D view below are for a new warehouse in Routt County, CO. All steel members are ASTM grade A992 with
Posted: Thu May 05, 2022 12:00 pm
by answerhappygod
- The Roof Plan And 3d View Below Are For A New Warehouse In Routt County Co All Steel Members Are Astm Grade A992 With 1 (59.81 KiB) Viewed 29 times
The roof plan and 3D view below are for a new warehouse in Routt County, CO. All steel members are ASTM grade A992 with o, = 50 ksi. ROOF FRAMING. SEE PLAN B 20-0 W COLUMNSEE PLAN COLUMN BRACE ONLY NO APPLIED LOADS PN CONNECTIONS TYPICAL ALL BEAM AND COLUMN CONNECTIONS 3 DEBE 2 DESIGN LOADS Dead Load (D)75 Snow Load) 125 pa -W631 ROOF FRAMING PLAN 3D VIEW (GRID B2) a. What is the Risk Category for this building? Explain your answer. b. Calculate the total design load (D+S) on the column at grid B2. c. Using a safety factor against buckling of 2.0, show that the column size shown is not adequate to safely support the design load calculated above. d. Determine the lightest W shape that can safely support the design load. e. Rather than increasing the column size, name one thing the design engineer could do instead. DA -- 400 DUDE 20-07