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HomeMy WebLinkAboutBrock Grain SiloBrock Grain Systems State Road 15 North P.O. Box 2000 Milford, IN. 46542-2000 Project: Islamorada Beer Company, LLC; Fort Pierce, FL Calculation Specification Information Bin Model# 45-00907 Date:2020-11-18 Units of Measure: US or Metric: US Fasteners: Bolts: Conform to a Grade 8 with a JS1000 coating Except: Anchor bolts are Grade 2 Steel : All steel meet the following: Roofs: All...........................................................A 653 Structural Quality Grade 33 Sidewalls: Gauges; See Page 3: "Sidewall Gauge Schedule" Legs:Gauges; 10..............................................A 653 Structural Quality Grade 40 Hoppers: All...........................................................A 653 Structural Quality Grade 33 ASTM A653 SQ Gr 33 ASTM A653 SQ Gr 50 CL1 ASTM A653 SQ Gr 40 Min. Yield= 33,000 psi Min. Yield= 50,000 psi Min. Yield= 40,000 psi Min. Tensile =45,000 psi Min. Tensile =65,000 psi Min. Tensile =55,000 psi Min. Elongation=20% Min. Elongation=12% Min. Elongation=16% Bin:Model......................................................45-00907 Design Std............................................ASAE.EP433 Material: Grains & Feed Material bulk Density............................45 pcf Angle of Repose...................................22° K Value.................................................0.455 Friction Value.......................................0.404 Bin Specifications 2020-11-18 Model #45-00907 Bin Measurements: 31'-7" Fill Height Collar 9'-4 3/4"Clearance Hopper 32 3/4" 9 Diameter (Ft.) Anchor Bolts: Bolt Specification............. 5/8'' diameter X 12 in. Heavy Hex Anchor Bolt Circle Radius............ 55 15/16" One Bolt Chord..................55 15/16" Anchor Bolts....... 6 Number of Legs............... 6 Embedment....... 10 '' Roof Measurements: Roof Type........................ Feed Bin Roof guage......... 0.030 '' Roof Angle........................ 40 ° Bin Loads (ASCE 7-10):Roof Load: Wind Load........................ 147 mph Exp. C Peak.....................N/A Seismic Design Category..A; Sds = 0.059 Uniform Load........40 PSF Hopper: Upper Panel..................... 0.053 '' Hopper Angle............60 ° Lower Panel..................... N/A Collar (16 or 25 In.)... 16 '' Leg X-Bracing…................0.102 '' Bin Capacity Total Rings: 1,154 Bushels 7 Page 2 Bin Cert 1188.xls Sidewall Gauge Schedule Model #45-00907 2020-11-18 RINGS Body Body Sheet Top Ring to Sheet Steel Bottom Ring Gauge (ASTM) 1 20 A 653 Structural Quality Grade 40 2 20 A 653 Structural Quality Grade 40 3 18 A 653 Structural Quality Grade 40 4 16 A 653 Structural Quality Grade 40 5 15 A 653 Structural Quality Grade 40 6 13 A 653 Structural Quality Grade 40 7 13 A 653 Structural Quality Grade 40 Body Sheets: Sheets/Ring 3 Rings 7 Sheets/Bin 21 Page 3 Bin Cert 1188.xls