INSAP CALC
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COMPRESSION 90*
TIMBER PROPERTIES
CALCULATION OF THE COMPRESSION PERPENDICULAR TO GRAIN (90*)
Source data
b =
Width of the pressure area (mm)
h =
Height of the pressure area (mm)
Fc,d =
Compressive force (kN)
Kc,90 =
Factor
Kmod =
Modification factor
Cross-section parameters
A =
(cm2)
Stresses
Sc,90,d =
(MPa)
Allowable stresses
fc,90,d =
(MPa)
Calc
Control
1.
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CHARACTERISTIC STRENGTH AND STIFFNESS PROPERTIES IN [ MPa ] AND DENSITIES IN [ KG/M³ ]
Material properties
f,m,k
Bending parallel to grain (MPa)
f,t,0,k
Tension parallel to grain (MPa)
f,t,90,k
Tension perpendicular to grain (MPa)
f,c,0,k
Comp6ression parallel to grain (MPa)
f,c,90,k
Compression perpendicular to grain (MPa)
f,v,k
Shear (MPa)
E,0,mean
Elastic modulus (MPa)
E,0,05
Elastic modulus (MPa)
Roo.k
Density (Kg/m3)
Wood class
C14
C16
C18
C22
C24
C27
GL24h
GL28h
GL30h
GL32h
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