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Timber beam design
-
100
120
160
200
240
m
kN/m
kN/m
-
≤ l/300
≤ l/350
≤ l/400
≤ l/450
≤ l/500
-
≤ l/250
≤ l/300
≤ l/350
Based on your selection and input, the minimum cross-section height is determined. It applies to a glulam beam GL 24h used in service class 1. Additionally, you will receive the utilization ratios for bending and shear, as well as the resulting deflections winst and wfin.
γg = 1.35γq = 1.5ψ2 = 0.3kdef = 0.6γm = 1.3kmod = 0.8ρHolz = 4.7 kN/m3
No result
| Height h | - mm |
| Self-weight gk,beam | - kN/m |
| Support reaction Ad | - kN |
| Utilization Bending | - |
| Utilization Shear | - |
| Deflection winst | - mm = l/- |
| Deflection wfin | - mm = l/- |
Connection with steel plate
The load-bearing capacity of the glulam-to-steel plate connection is shown in the overview below.
Plate width br = 100 mm
- RV,k = 6.9 kN mit SPAX Ø 8 mm, ls = 100 mm, lg = 57 mm
- RV,k = 8.5 kN mit SPAX Ø 8 mm, ls = 120 mm, lg = 70 mm
- RV,k = 9.7 kN mit SPAX Ø 8 mm, ls = 140 mm, lg = 80 mm
- RV,k = 19.3 kN mit SPAX Ø 8 mm, ls = 160 mm, lg = 160 mm
Plate width br = 140 mm
- RV,k = 9.9 kN mit SPAX Ø 8 mm, ls = 100 mm, lg = 57 mm
- RV,k = 12.2 kN mit SPAX Ø 8 mm, ls = 120 mm, lg = 70 mm
- RV,k = 13.9 kN mit SPAX Ø 8 mm, ls = 140 mm, lg = 80 mm
- RV,k = 27.9 kN mit SPAX Ø 8 mm, ls = 160 mm, lg = 160 mm
