Name | Value | Unit | |
Beam | Section area A | cm2 | |
Section modul Wb | cm3 | ||
Welded joint | Section area A | cm2 | |
Moment of inertia Ib | cm4 | ||
Section modul Wb | cm3 | ||
Section area for shear forces As | cm2 |
Name | Load case 1 | Load case 2 | Load case 3 | Load case 4 | Unit | ||||||||||||||||||
Title
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|
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|
| Tension load horizontal component Fcosα
|
|
|
|
| kN
| Tension load vertical component Fsinα
|
|
|
|
| kN
| Bending moment Mb
|
|
|
|
| kN·m
| |
Name | Load case 1 | Load case 2 | Load case 3 | Load case 4 | Unit | ||||||||||||||||||||||||||||||||||||
Title
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| Tension stress σz
|
|
|
|
| N/mm²
| Bending stress σb
|
|
|
|
| N/mm²
| Shear stress τ
|
|
|
|
| N/mm²
| Stress intensity σV
|
|
|
|
| N/mm²
| Allowable stress intensity Sall
|
|
|
|
| N/mm²
| Efficiency for stress intensity
|
|
|
|
| %
| |
Name | Load case 1 | Load case 2 | Load case 3 | Load case 4 | Unit | ||||||||||||||||||||||||||||||||||||||||||||||||
Title
|
|
|
|
| Tension stress σz
|
|
|
|
| N/mm²
| Bending stress σb
|
|
|
|
| N/mm²
| Shear stress τ
|
|
|
|
| N/mm²
| Allowable shear stress Sall,τ
|
|
|
|
| N/mm²
| Efiiciency for shear stress
|
|
|
|
| %
| Stress intensity σV
|
|
|
|
| N/mm²
| Allowable stress intensity Sall
|
|
|
|
| N/mm²
| Efficiency for stress intensity
|
|
|
|
| %
| |