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This project report details the design and development of a 30-foot jib crane for Knelson Concentrators, led by a dedicated design team. The report covers the requirements, concepts considered, and the detailed design process, including the main beam, primary structure, and minor components. It concludes with recommendations and acknowledgments, providing valuable insights for future projects.
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Project Report • 30-foot Jib Crane for Knelson Concentrators
Introduction • Design Team • George Beckingham • David Wang • Michael Chen • Sponsor • Knelson Concentrators • Ed Zonneveld, Engineering Manager
Summary • Requirements • Concepts Considered • Detailed Design Process • Main Beam • Primary Structure • Minor Components • 3D Model and Drawings • Conclusions and Recommendations
Requirements • Capacity: 1 ton • Design load: 2700 lb • Length: 30 feet • Use existing hardware • Deadline
Concepts Considered • Single Tension Rod
Concepts Considered • Two Tension Rods
Concepts Considered • Truss
FBD of crane Determine forces on building structure Reactions Load Detailed Design Process
Detailed Design Process • Main Beam • Algor Analysis
Detailed Design Process • Main Beam • Manual Calculations • Buckling load
Detailed Design Process • Primary Structure • Algor Analysis
Detailed Design Process • Primary Structure • Manual Calculations • Location of tension rods • Rod Tension
Detailed Design Process • Minor Components • Connection of tension rods to beam • Clevis • Clevis Mount
Detailed Design Process • Minor Components • Mounting brackets • Inventor-Algor compatibility issues • Manual calculations
Detailed Design Process • Minor Components • Bearings
Detailed Design Process • Minor Components • Welds • Between main beams • Top of tension rods • Clevis mount • Mounting brackets
Detailed Design Process • Minor Components • Pins and fasteners • Pivot pins • Clevis pin • Turnbuckle • Bolts
Detailed Design Process • CAD as a design tool • 3D Inventor model assisted in design • Drawings generated from Inventor
Conclusions • All design criteria met • Capacity exceeded • Most of planned work completed • Cost estimate not completed • Time lost due to inexperience
Recommendations • Re-evaluate design • Must be approved by P.Eng. • Increase capacity?
Recommendations 2 ton load at end
Recommendations 1-1/2 ton load at 7-1/2 feet
Recommendations 1-1/2 ton load at 7-1/2 feet 1-1/2 ton load at 20 feet
End of Project • Acknowledgements • Ed Zonneveld • Ken Wong
Project Report • 30-foot Jib Crane for Knelson Concentrators