Attention:
Shear stresses are calculated taken into account all welded joints in difference to the origin algorithmus given in full version of the program.
The user have to check, if all welded joints will take the loadings.
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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| Tension load horizontal component Fcosα
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| kN
| Tension load vertical component Fsinα
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| kN
| Bending moment Mb
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| kN·m
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Name | Load case 1 | Load case 2 | Load case 3 | Load case 4 | Unit | ||||||||||||||||||||||||||||||||||||
Title
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| Tension stress σz
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| N/mm²
| Bending stress σb
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| N/mm²
| Shear stress τ
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| N/mm²
| Stress intensity σV
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| N/mm²
| Allowable stress intensity Sall
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| N/mm²
| Efficiency for stress intensity
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| %
| |
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
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|
|
|
| N/mm²
| Allowable shear stress Sall,τ
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|
|
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| N/mm²
| Efiiciency for shear stress
|
|
|
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| %
| Stress intensity σV
|
|
|
|
| N/mm²
| Allowable stress intensity Sall
|
|
|
|
| N/mm²
| Efficiency for stress intensity
|
|
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| %
| |