Verified by the CalcTree engineering team on August 21, 2024
This calculator designs timber bolt joint connections. It checks the capacity of bolt joints connecting two timber members, subject to applied shear or tension forces in the bolts.
All calculations are performed in accordance with AS 1720.1-2010.
Calculation
Assumptions
Timber Member Properties
Joint Configuration
Define joint properties
Joint Type and Load Direction
Joint type
:Type 1 - Shear
Load direction
:Perpendicular to the grain
Bolt size
:M12
Washer shape
:Round
Nd,tb
:27000N
Minimum washer thickness
:3mm
Minimum washer length
:55mm
Bearing area Aw
:750mm2
Set joint layout
Rows
:3
Sx
:60 mm
Min Sx (horiz spacing)
:48mm
Sx check for spacing
:✅
Columns
:2
Sy
:60 mm
Min Sy (vert spacing)
:60mm
Sy check for spacing
:✅
Total bolts resisting, n
:6
Min edge distance
:48mm
Min end distance
:60mm
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The plot assumes the x-axis is the axis parallel to the grain.
Modification factors
Design Capacity
Phi
:0.80
Capacity reduction factor
Q_sk
:9180N
Characteristic strength per joint
N*
:20 kN
N_d,j
:33.93kN
Utilisation
:59%
Check
:✅
Bolt joint capacity
Explanation
The strength of bolted timber joint connections is largely dependent on the effective timber thickness,
beff
.
Code Parameters and Equations
AS 1720.1 categorises a connection type into either "type 1" or "type 2" for the purpose of design. The code also prescribes minimum dimensions for the bolt set-out.
👉Unlike nails and screws, bolts are fastened on both sides and therefore bolts are only used in "side grain" (not "end grain") applications.