The roof plan and 3D view below are for a new warehouse in Routt County, CO. All steel members are ASTM grade A992 with
-
answerhappygod
- Site Admin
- Posts: 899604
- Joined: Mon Aug 02, 2021 8:13 am
The roof plan and 3D view below are for a new warehouse in Routt County, CO. All steel members are ASTM grade A992 with
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
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!