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Timber Strut Designer to AS1720.1's banner
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Timber Strut Designer to AS1720.1

The calculator computes the axial compression capacity of a timber strut.
All calculations are performed in accordance with AS 1720.1-2010.

Calculation

Material Properties



Timber species
:Pine, radiata (Australia)​



Seasoned or unseasoned
:Seasoned​



Stress grade
:F17​



Hardwood or softwood
:Hardwood​



Compression strength parallel to grain, f'c
:34​



Modulus of elasticity parallel to grain, E
:14000​



Timber density
:800kg/m3​



Section and Member Geometry



D
:75 mm​



B
:50 mm​



L
:1.80 m​



Lax
:1.80 m​



Lay
:1.80 m​



Design Compression Capacity



ϕ
:0.85​



Nd,c
:102​


Nd,c=ϕk1k4k6k12fc′AgN_{d,c} = \phi k_1k_4k_6k_{12}f'_cA_g

Modification Factor details



k1
:0.94​



k4
:1​



k6
:1​



k12
:1.00​