Cadru Lamelar

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SYSTEM LAYOUT

GRAPHICAL REPRESENTATION Material: Glulam Timber GL24h Width: 20 cm Volume: 2.13 m^3

11.000

5.500

0.500

5.500

0.800

0.500

0.500

DETAILS Maximum Influence of Grain to Tapered Edge Use Limitation Torsional Moment on Supports Apply cross-section design on supports with torsional moment Td : Special Settings for Timber Reclassify combined glued laminated timber into homogenous, if the requirements according to DIN EN 1194 Annex A are not fulfilled



20.00 °

3.000

3.000

5.000

0

0 .8 00

0.80

0.800

2.053 m

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DETAILS Design Settings Reduction of stiffness with coefficient 1 / (1 + kdef ) due to creep effects in Service Classes 2 and 3 according to NA. 5.9

DATA FOR NATIONAL ANNEX Partial Factor for Material Properties Fundamental combinations for glulam timber Accidental combinations Combinations for fire design

: : :

M M M,fi

1.300 1.000 1.000

Limit Values of Deformations - Characteristic and Frequent Combination of Actions Span winst  l / 300 Limit Values of Deformations - Quasi-permanent Design Situation wfin - wc  l / 250 wfin  l / 150 Modification Factor kmod LDC -Permanent -Long-term -Medium-term -Short-term -Instantaneous

1 0.600 0.700 0.800 0.900 1.100

2 0.600 0.700 0.800 0.900 1.100

Data for Fire Resistance Charring Rate Increased Charring Factor

Glulam Timber 0.70 7.00 1.150

n : d0 : kfi :

[mm/min] [mm]

FRAME TYPE AND MATERIAL Frame Type Frame Type Frame Joint Type

2 Columns Without intermediate piece

Material Material Charact. Strength for Bending Charact. Strength for Tension Parallel Charact. Strength for Tension Perpendicular to Grain Charact. Strength for Compression Parallel Charact. Strength for Compression Perpendic. Charact. Strength for Shear/Torsion Shear Modulus Modulus of Elasticity Parallel Shear Modulus Specific Weight Coefficient of Thermal Expansion

Glulam Timber GL24h - DIN EN 1995-1-1:2012-02 fm,k ft,0,k ft,90,k

: : :

24.000 MPa 16.500 MPa 0.400 MPa

fc,0,k fc,90,k

: :

24.000 MPa 2.700 MPa

fv,k Gmean E0.05 G05  

: : : : : :

3.500 720.000 9400.000 600.000 3.70 0.000005

MPa MPa MPa MPa kN/m3 1/°C

GEOMETRY Building Dimensions Building Height Building Depth Truss Spacing Distance to Roof Edge Load coeff. for continuity Edge Trusses Frame Geometry Frame Width Height on Edge Height in the Middle Cross-Section Height in Footing Cross-Section Height at Ridge Cross-Section Height at Frame Joint Releases Release Spring, Center

H B a u k

: : : : : :

5.000 30.000 5.000 0.000 1.000

m m m m -

La Hs Hf ha hf h1

: : : : : :

5.500 3.000 5.000 50.00 50.00 80.00

m m m cm cm cm

cy,f

:

0.000 kNm/rad

GEOMETRY Cross-Section Cross-Section Width Lamella Thickness Data for Buckling User-defined Left Column Beam Endangered by Lateral Buckling Lateral Support Available Spacing of Lateral Supports Bracing Spacing Coefficient for effective length Left Beam Beam Endangered by Lateral Buckling Lateral Support Available Spacing of Lateral Supports Bracing Spacing Coefficient for effective length Left Attic Existing Height Right Attic Existing Height Information Parameters Inclination of Top Edge of Beam Connection Angle in Frame Joint Slope Angle in Frame Joint Slope Angle of Column Slope Angle of Beam Coat Surface of Frame Frame Volume Frame Weight

b t

: :

20.00 cm 3.30 cm

: : c e s

: : : :

2.000 m 0.600 m 2.000 -

: c e r

: : : :

2.000 m 0.600 m 1.000 -

hp,a

: :

50.00 cm

hp,b

: :

50.00 cm

   s r AS V G

: : : : : : : :

19.98 54.99 35.01 7.01 3.69 28.08 2.13 0.788

° ° ° ° ° m2 m3 t

CONTROL PARAMETERS Design of Static equilibrium EQU Ultimate limit state STR Serviceability limit state Fire resistance Display support forces Display deformations Data for Fire Resistance Fire Resistance Class Sides exposed to fire

Calculation Parameters Number of member divisions for result diagrams Number of internal divisions of tapered members

R 60 Left Right Top Bottom 10 10

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