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Static Change Steel
m
kN/m
kN/m
-
≤ l/300
≤ l/350
≤ l/400
≤ l/450
≤ l/500
≤ l/550
≤ l/600
Based on your selection and input, the minimum possible steel profiles S235 are determined. Additionally, you will receive the utilization ratios for bending and shear, as well as the resulting deflection winst.
γg = 1.35γq = 1.5γm = 1.05
| Steel profile | HEA | HEB | HEM | IPE | UPE | |
|---|---|---|---|---|---|---|
| - | - | - | - | - | ||
| Self-weight gk,beam | -No result | -No result | -No result | -No result | -No result | [kN/m] |
| Support reaction Ad | - | - | - | - | - | [kN] |
| Utilization - Bending | - | - | - | - | - | |
| Utilization - Shear | - | - | - | - | - | |
| Deflection winst | - | - | - | - | - | [mm] |
| Deflection winst [l/] | - | - | - | - | - | [l/] |