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KLH 5s 160 TT

KLH 5s 160 TT is a cross-laminated solid wood panel from KLH Massivholz GmbH, also known as KLH® - CLT. The panel has 5 layers and has a total thickness of 160mm. As a TT element, it is usually used as a wall in solid timber construction. The crosswise arrangement of the longitudinal and transverse lamellas minimizes the swelling and shrinkage of the wood in the panel plane. At the same time, this increases the static load-bearing capacity and dimensional stability in the panel plane. Depending on the thickness and the presence of cladding, fire protection requirements of 30, 60, 90 and 120 minutes are met.

Graphical representation

KLH 5s 160 TT

KLH 5s 160 TT is a cross-laminated solid wood panel from KLH Massivholz GmbH, also known as KLH® - CLT. The panel has 5 layers and has a total thickness of 160mm. As a TT element, it is usually used as a wall in solid timber construction. The crosswise arrangement of the longitudinal and transverse lamellas minimizes the swelling and shrinkage of the wood in the panel plane. At the same time, this increases the static load-bearing capacity and dimensional stability in the panel plane. Depending on the thickness and the presence of cladding, fire protection requirements of 30, 60, 90 and 120 minutes are met.

Stiffness and cross section properties for EDP-based analysis

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Stiffness Properties for the modelling of KLH-Elements as shear-flexible plate structure by means of FEM
Descriptionb = 1mUnit
XY
1
EJ
Bending stiffnessEJ3,650448kNm2/m
EJ - Bending stiffness [kNm2/m]
Bending stiffness
2
GJ
Torsional stiffnessGJ138kNm2/m
GJ - Torsional stiffness [kNm2/m]
Torsional stiffness
3
GA
Shear stiffnessGA17,6004,710kN/m
GA - Shear stiffness [kN/m]
Shear stiffness
4
EA
Extensional stiffnessEA1,440,000480,000kN/m
EA - Extensional stiffness [kN/m]
Extensional stiffness
5
GA2
In-plane shear stiffnessGA254,000kN/m
GA2 - In-plane shear stiffness [kN/m]
In-plane shear stiffness
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Stiffness Properties for the modelling of KLH-Elements as orthotropic plate by means of FEM
Descriptionb = 1mUnit
XY
1
tred
Reduced plate depthtred15477mm
tred - Reduced plate depth [mm]
Reduced plate depth
2
Gmean
G-Modulus for plate action1, 2Gmean74N/mm2
Gmean - G-Modulus for plate action1, 2 [N/mm2]
G-Modulus for plate action1, 2
3
Emean
E-Modulus (MOE) for plate actionEmean12,000N/mm2
Emean - E-Modulus (MOE) for plate action [N/mm2]
E-Modulus (MOE) for plate action
4
tred
Reduced membrane depthtred12040mm
tred - Reduced membrane depth [mm]
Reduced membrane depth
5
Gmean
G-Modulus for membrane action1, 3Gmean540N/mm2
Gmean - G-Modulus for membrane action1, 3 [N/mm2]
G-Modulus for membrane action1, 3
6
Emean
E-Modulus (MOE) for membrane actionEmean12,000N/mm2
Emean - E-Modulus (MOE) for membrane action [N/mm2]
E-Modulus (MOE) for membrane action
1) The shear modulus applies to the equivalent rectangular cross section and has been adapted accordingly (i.e. increased by a factor of 6/5), since the current FE programs generally do not allow any further specifications.
2) The shear modulus for the plate action specified here represents the less favourable value for the X and Y directions.
3) The shear modulus for the membrane action specified here represents the less favourable value for the X and Y directions.
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Stiffness Properties for the modelling of KLH-Elements as grillage using lattice frame software (shear-flexible)
Descriptionb = 1mUnit
XY
1
bred
Equivalent beam widthbred891875mm
bred - Equivalent beam width [mm]
Equivalent beam width
2
h
Beam depthh16080mm
h - Beam depth [mm]
Beam depth
3
Gmean
G-Modulus for plate action1, 2Gmean14881N/mm2
Gmean - G-Modulus for plate action1, 2 [N/mm2]
G-Modulus for plate action1, 2
4
Emean
E-Modulus (MOE) for plate actionEmean12,000N/mm2
Emean - E-Modulus (MOE) for plate action [N/mm2]
E-Modulus (MOE) for plate action
5
bred
Equivalent beam widthbred12040mm
bred - Equivalent beam width [mm]
Equivalent beam width
6
Gmean
G-Modulus for membrane action1, 3Gmean5401,620N/mm2
Gmean - G-Modulus for membrane action1, 3 [N/mm2]
G-Modulus for membrane action1, 3
7
Emean
E-Modulus (MOE) for membrane actionEmean12,000N/mm2
Emean - E-Modulus (MOE) for membrane action [N/mm2]
E-Modulus (MOE) for membrane action

Cross section properties for manual calculation

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Cross-section values
Descriptionb = 1mUnit
XY
1
Jnet,t
Net moment of inertia (tension side)Jnet,t30,4003,733cm4
Jnet,t - Net moment of inertia (tension side) [cm4]
Net moment of inertia (tension side)
2
Jnet,c
Net moment of inertia (compression side)Jnet,c30,4003,733cm4
Jnet,c - Net moment of inertia (compression side) [cm4]
Net moment of inertia (compression side)
3
Anet
Net cross-sectional areaAnet1,200400cm2
Anet - Net cross-sectional area [cm2]
Net cross-sectional area
4
Aeff
Effective cross-sectional areaAeff1,600800cm2
Aeff - Effective cross-sectional area [cm2]
Effective cross-sectional area
5
inet
Net radius of gyrationinet5031mm
inet - Net radius of gyration [mm]
Net radius of gyration
6
es,Ra1
Distance between center of gravity and edge 1es,Ra18040mm
es,Ra1 - Distance between center of gravity and edge 1 [mm]
Distance between center of gravity and edge 1
7
es,Ra2
Distance between center of gravity and edge 2es,Ra28040mm
es,Ra2 - Distance between center of gravity and edge 2 [mm]
Distance between center of gravity and edge 2
8
Wnet,Ra1
Section Modulus for edge 1Wnet,Ra13,800933cm3
Wnet,Ra1 - Section Modulus for edge 1 [cm3]
Section Modulus for edge 1
9
Wnet,Ra2
Section Modulus for edge 2Wnet,Ra23,800933cm3
Wnet,Ra2 - Section Modulus for edge 2 [cm3]
Section Modulus for edge 2

Membrane actions (Tab. A)

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Characteristic load-carrying capacity for In-plane actions
Descriptionb = 1mUnit
XY
1
Nt,0,Rk
Tensile force – Constant distributionNt,0,Rk1,980660kN
Nt,0,Rk - Tensile force – Constant distribution [kN]
Tensile force – Constant distribution
2
Nt,0,m,Rk
Tensile force – Variable distributionNt,0,m,Rk2,880960kN
Nt,0,m,Rk - Tensile force – Variable distribution [kN]
Tensile force – Variable distribution
3
Nc,0,Rk
Compressive force – Without column stability problemNc,0,Rk2,880960kN
Nc,0,Rk - Compressive force – Without column stability problem [kN]
Compressive force – Without column stability problem
4
Nc,loc,Rk
Compressive force – Narrow side – Local load introductionNc,loc,Rk4,3201,440kN
Nc,loc,Rk - Compressive force – Narrow side – Local load introduction [kN]
Compressive force – Narrow side – Local load introduction
5
Nc,90,Rk
Compressive force – Narrow side – Compression perpendicularNc,90,Rk950475kN
Nc,90,Rk - Compressive force – Narrow side – Compression perpendicular [kN]
Compressive force – Narrow side – Compression perpendicular
6
Nc,2.73,Rk
Compressive force – Column stability – Buckling lenght: 2.73 mNc,2.73,Rk2,314401kN
Nc,2.73,Rk - Compressive force – Column stability – Buckling lenght: 2.73 m [kN]
Compressive force – Column stability – Buckling lenght: 2.73 m
7
Nc,2.95,Rk
Compressive force – Column stability – Buckling lenght: 2.95 mNc,2.95,Rk2,175353kN
Nc,2.95,Rk - Compressive force – Column stability – Buckling lenght: 2.95 m [kN]
Compressive force – Column stability – Buckling lenght: 2.95 m
8
Nc,3.50,Rk
Compressive force – Column stability – Buckling lenght: 3.50 mNc,3.50,Rk1,796263kN
Nc,3.50,Rk - Compressive force – Column stability – Buckling lenght: 3.50 m [kN]
Compressive force – Column stability – Buckling lenght: 3.50 m
9
Nc,5.00,Rk
Compressive force – Column stability – Buckling lenght: 5.00 mNc,5.00,Rk-136kN
Nc,5.00,Rk - Compressive force – Column stability – Buckling lenght: 5.00 m [kN]
Compressive force – Column stability – Buckling lenght: 5.00 m
10
Nxy,KF,Rk
In-plane shear force – General actionNxy,KF,Rk360kN
Nxy,KF,Rk - In-plane shear force – General action [kN]
In-plane shear force – General action
11
VTR,Rk
In-plane shear force – Beam-like elements (H = 1 m)VTR,Rk393262kN
VTR,Rk - In-plane shear force – Beam-like elements (H = 1 m) [kN]
In-plane shear force – Beam-like elements (H = 1 m)

Plate actions (Tab. B)

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Characteristic load-carrying capacity for out-of-plane actions
Descriptionb = 1mUnit
XY
1
Mc,Rk
Bending moment – Compression edgeMc,Rk9,1202,240kNcm
Mc,Rk - Bending moment – Compression edge [kNcm]
Bending moment – Compression edge
2
Mt,Rk
Bending moment – Tension edgeMt,Rk9,1202,240kNcm
Mt,Rk - Bending moment – Tension edge [kNcm]
Bending moment – Tension edge
3
VRk
Shear forceVRk15274.67kN
VRk - Shear force [kN]
Shear force

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