Timber Bolted Connection
CSA O86-14
v1.0.3
File:
Project:
Designer:
Date:

Members

Number of members:

Side Member(s)

Material:
Grade:
Thickness:
mm
Width:
mm
Orientation of load
Angle relative to grain, θ:
°
Loaded end distance, AL:
mm
Unloaded edge dist., ep:
mm

Main Member

Material:
Grade:
Thickness:
mm
Width:
mm
Orientation of load
Angle relative to grain, θ:
°
Loaded end distance, AL:
mm
Unloaded edge dist., ep:
mm

Bolts

Bolt diameter:
Yield strength, fy:
MPa
Ultimate strength, fu:
MPa
Bolt rows are parallel to the applied load
Number of Rows, nr:
Bolts Per Row, nc:
Row Spacing, Sc:
mm
Bolt Spacing in row, Sr:
mm

Conditions

Wood:
Service:
Treatment:
Load Duration:
waiting for input...