D4.D.9 Tabulated Results of Timber Design
Results of code checking and member selection are presented in a tabular format. The term CRITICAL COND refers to the section of the CSA086-01 specification, which governed the design.
- Pu
- Actual Load in Compression
- Tu
- Actual Load in Tension
- Muy
- Ultimate moment in y direction
- Muz
- Ultimate moment in z direction
- V
- Ultimate shear force
- SLENDERNESS_Y
- Actual Slenderness ratio in y direction
- SLENDERNESS_Z
- Actual Slenderness ratio in z direction
- PY
- Factored Compressive capacity in y direction
- PZ
- Factored Compressive capacity in z direction
- T
- Factored tensile capacity
- MY
- Factored moment of resistance in y direction
- MZ
- Factored moment of resistance in z direction
- V
- Factored shear resistance
- SLENDERNESS
- Allowable slenderness ratio