INSAP_CALC
CALCULATE CONSTRUCTIONS ONLINE – WWW.INSAP.EE
Timber to timber joints
Timber properties
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 =
Help factors
fh1,k =
(N/mm2)
fh2,k =
(N/mm2)
My,k =
(N/mm)
β =
Help factors
fh1,d =
(N/mm2)
fh2,d =
(N/mm2)
Myd =
(N/mm)
Rd,min =
(kN)
Rd.min
Rd1 =
(kN)
Rd2 =
(kN)
Rd3 =
(kN)
Rd4 =
(kN)
Rd5 =
(kN)
Rd6 =
(kN)
Calc
Control
1.
2.
Number of nails in the joint.
3.
Length of the nails ( L.min; mm ).
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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
Copyright © | Insap OÜ | EEP002584 - Projekteerimine | EEK001053 - Ehitiste ekspertiisid |