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Steel Column Design per. EUROCODE 2 Calculator and Equations
Steel Column Design Calculator and Equations per. EUROCODE 2
EN 1992 Eurocode 2 applies to the design of buildings and other civil engineering works in plain, reinforced and prestressed concrete. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in EN 1990: Basis of structural design. EN Eurocode 2 is concerned with the requirements for resistance, serviceability, durability and fire resistance of concrete structures.
Precision:
Input - Insert the axial load, material property, safety factor, effective length coefficient (by selecting the connection type) and lenght of the steel column.
Load and material property | ||
---|---|---|
Steel grade | ||
Partial safety factor (γ_{M}) | ||
Elastic modulus (E) | GPa | |
Design load (N_{ED}) | kN | |
Dimension |
||
Unbraced height, x axis (Lx) | m | |
Unbraced height, y axis (Ly) | m | |
Connections |
This application Requires Premium Membership to execute calculations
Output - This will analyse the steel column and selects steel section to design it in the table below from the input values in the table above.
Dimension | ||
---|---|---|
Serial size | ||
Section area (A_{s}) | cm^{2} | |
Depth (D) | mm | |
Flange width (B) | mm | |
Flange thic. (t_{f}) | mm | |
Web height (d) | mm | |
Web thic. (t_{w}) | mm | |
Radius (r) | mm | |
Radius of gyration x-x | mm | |
Radius of gyration y-y | mm |
Analysis | |||
---|---|---|---|
Section class | Flange | ||
Web | |||
Slenderness ratio | Lamda x | ||
Lamda y | |||
Phi | |||
Reduction factor X_{min} | |||
Compression resistance (N_{c,Rd}) | Plastic resistance | kN | |
Buckling resistance | kN |
Equations used for Steel Column Design Calculator
Source:
Alazar Woldeyohannes
Master's program in Structural Engineering in the School of Mechanical, Aerospace and Civil Engineering
University of Manchester
Email available on request
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