This is the pin used to hold the I-beam into the frame. There will be two, one on each side.
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2010
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April
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- Summary
- finance
- Contractor SWOT analysis
- Buckling Example
- Buckling
- Corrosion Example
- Corrosion Prevention
- Consequences of Corrosion
- Corrosion
- Corrosion
- Brittle - Ductile - Creep Example
- Preventing Creep Failures
- Creep Failures
- Creep Curve Graph
- Creep
- Preventing Fatigue Failures
- Fatigue Failures Examples
- Fatigue
- Brittle - Ductile Transition Gaph
- Errors leading to failure
- Brittle Fractures
- Ductile Fractures
- eulers theroem
- we worked out the loads our bars would undergo
- the reasoning behind getting rid of the bottom of ...
- we decided to use a bar of length 3.1 with a stop...
- Elastic Regions
- Tensile Tests
- First Load Calculations
- Aluminium Grades
- Final design of the leg
- Final design film of assembly
- Group meeting
- Hoists.
- Final Leg Design
- The crane rendered in aluminium
- Aluminium Alloys
- Aluminium Alloys
- Young's Modulus Graph
- Explode and rebuild of the crane
- Assembly drawing
- Updated Crane Assembly
- Updated drawing of the leg
- Updated Leg
- I Beam Cross Section
- Generic foot drawing
- Roller drawing
- Drawing of the pin
- Video showing how the crane will move
- Rendered view of crane
- Roller
- Model of the Pin
- Lifting straps
- Tender - Group M
- Meeting
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April
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