Source data
b =
Column cross-section width (mm)
h =
Column cross-section height (mm)
L =
Column length (m)
Nd =
(kN)
Myd =
(kNm)
Mzd =
(kNm)
Kmod =
Modification factor
Km =
Cross-section parameters
Wel,y =
(cm3)
Wel,z =
(cm3)
Ax =
(cm2)
Stresses
Sc,0,d =
(MPa)
Sm,y,d =
(MPa)
Sm,z,d =
(MPa)
Allowable stresses
fc,0,d =
(MPa)
fm,y,d =
(MPa)
fm,z,d =
(MPa)
Buckling parameters
L,y =
Lrel,y =
k,y =
kc,y =
Buckling parameters
L,z =
Lrel,z =
k,z =
kc,z =
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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
Copyright © | Insap OÜ | EEP002584 - Projekteerimine | EEK001053 - Ehitiste ekspertiisid |
