Table of Contents
Please click on a thumbnail image to view the video from the start or click on a topic to go directly to the relevant section of the video.
- Preparation of the CAD file for Import
- CAD Settings
- Load CAD file
- Rotate CAD
- Show Selected Shape Layer
- Mesh
- Meshing Errors / Close Node Error
- Round Off (All)
- Cleaning Mesh Errors
- Show Mesh
- Flooded Areas
- Extend with Mouse and Clip
- Insert Node
- Insert Intersection Node
- Pull to Node
- Insert Node with Shortcut
- Pull to Node with Shortcut
- Set CAD Reference Point
- Snap to CAD
- Unload CAD
- Align CAD to Reference Point
- Round off Selection
- Mesh
- Automatic Geometry Editing Tools
- Delete Overlapping Geometry Lines Concept
- Explode
- Delete Overlapping Geometry Lines
- Fix Wall Gaps End to End Concept
- Fix Wall Gaps End to End
- Find
- Add Geometry Line Nodes to Wall Ends Concept
- Insert Node
- Add Geometry Line Nodes to Wall Ends
- Add GL Nodes at Intersect Concept
- Add GL Nodes at Intersect
- Round Off
- Clean up Meshing Errors
- Extend with mouse and Clip
- Set as Master / Align X, Y
- Summary of Key Concepts
- Material Properties
- Concrete and Steel Material
- Long Term Deflection Settings
- Slab Concrete Type Table
- Input Concrete Properties
- Assign Concrete Properties to a slab zone
- Colour by Type
- Select by Type
- Slab Design Type Table
- Input Design Properties
- Assign Design Type to a slab zone
- Colour by Design Type
- Service Load Settings
- Beam Shear
- Punching Shear
- Band Beam Torsion
- Model and Solver Settings
- Line Beam or Band Beam?
- Line Beam
- Band Beams & Wide Beam
- Line Beam
- Create Line Beam
- Line Beam Properties
- Wide Beams & Band Beams
- Create Band Beam
- Concert Line Beam to GL
- Draw Wide Beam 2 points
- Draw Wide Beam 3 points
- Wide Beam Properties
- Wide Beam Integration Width
- Beam Material Properties
- Beam Concrete f'c
- Long Term Deflection Settings
- Beam Material Properties
- Beam Results
- Per Load Case / Combination
- Beam Design - Envelope
- Forces
- Bending Moment
- Reinforcement
- Investigating the Results
- Line Beam or Band Beam?
- Create a Line Beam
- Create a Band Beam
- Draw wide beam 2 points
- Draw wide beam 3 points
- Beam Reports
- Beam Reports - Line Beam
- Beam Reports - Wide Beam
- Material Properties
- Material Properties - Beam
- Material Properties - Beam Shear
- Model Steel Beams
- Beam Compressive Reinforcement
- Beam Stiffness Factor
- Slab Stiffness Factor
- One Way or Two Way ?
- Convert Beam to Geometry Line
- Wide Beam Too Wide?
- Summary
- Deflections
- Material Properties
- Long Term Deflection Settings
- Design Shrinkage Strain
- Design Creep Coefficient
- Service Load Settings
- Service Load Combinations
- Effective Second Moment of Aream Ief
- Additional Reduction Factor for Ief.max
- Upper Limit for Ief.max used in RSM
- View Deflection Results
- Instant Deflections
- Long Term Total Deflections
- Long Term Total Kcs
- Kcs Load Combinations
- Long Term Total RSM
- Long Term Total EC2
- Long Term Incremental Deflections
- Long Term Incremental Kcs
- Long Term Incremental RSM
- Long Term Incremental EC2
- Comparing deflections results
- View Reinforcement Results
- Input User Defined Steel
- Calculation Procedure General
- Calculation Procedure Reinforcement
- Envelope
- Bending Moment Envelope
- Material Properties
- Minimum Steel
- Slab Design Type
- Theoretical Minimum Reinforcement
- Display Reinforcement Results
- Crack Control for Shrinkage and Temperature
- User Defined Reinforcement
- Assign Slab Design Type
- Select by Type
- Theoretical Minimum Reinforcement 2
- Crack Control for Flexure
- Design Reinforcement
- Extra Reinforcement
- Design Extra Steel
- Ast Zones
- Single Bar
- Check User Defined Reinforcement
- Steel Rates
