INSAP_CALC

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DESIGN LOAD-CARRYING CAPACITIES FOR FASTENERS IN SINGLE SHEAR

Source data
d =
Nail diameter (mm)
t1 =
Wood thickness (mm)
t2 =
Wood thickness (mm)
Kmod =
Modifikation factor
Fd =
Tensile force (kN)
n1 =
Nails in a row (pc.)
n,ef.min =

n2 =
Number of rows
n,ef =




Control
1.

2.
Number of nails in the joint.
3.
Length of the nails ( L.min; mm ).

connection timpertotimber
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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
Compression 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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