Index
Flexible Connections
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- What are Flexible Connections?
- Flexible Beam-to-Beam Connections
- Welded End-Plates (Introduction)
- Welded Fin-Plates (Introduction)
- Bolted End-Cleats (Introduction)
- Welded Tees (Introduction)
- Flexible Beam to Column Connections
- Beam to Column Flange
- Beam to Column Web
- Addition of Gusset Plates
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- The Difference between Design and Selection
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- A guide to Assist the Detailer in Selecting the Appropriate Connection Type - Lists Advantages and Disadvantages of each
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- Things the Detailer should always look out for
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- Detailing, Fabrication and Erection Tolerances
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- Calculating the Notch Depth
- Calculating the Notch Length
- Notch into a Column
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- Beam-to-Beam Connections
- Beam-to-Column Connections
- End-Plate Types
- Vertical Bolt Pitch
- Standard End-Plates
- End Plate Thickness
- Standard Gauge
- Wide gauge
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- Beam-to-Beam Connections
- Beam-to-Column Connections
- Stiffening a Fin-Plate
- Detailing Practice
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- Single Bolt Row
- Double Bolt Row
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- Cleat Types
- Small
- Medium
- Large
- Determine the Bolt-Hole Gauge
- Detailing Options
- Determine the Bolt-Hole Pitch
- Connecting to a Column
- Cleat Types
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- Standard Small Cleats
- Standard Medium Cleats
- Standard large Cleats
- Number of Bolt-Hole Pitches
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- A look at Constructing Tee Connections
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Moment Connections
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- Moment Resistance
- Rotational Stiffness
- Rotation Capacity
- Tension, Compression and Shear Elements
- Standard Connections
- Guidelines for the Detailer / Some Rules=of-Thumb
- Dimensioning Guidelines
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- End-Cleat Moment Connections
- End-Plate Moment Connections
- Flange-Plate Moment Connections
- Column-Tree Moment Connections
- Site-Welded Moment Connections
- Connecting to the Column Flange
- Connecting to the Column Web
- The Weld Access Hole (Rat Hole)
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- Beam-to-Column Seating Cleat
- Corbel - Beam Parallel to Column
- Beam-to-Beam Crossover
- Column Cap Connections
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