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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