CIVIL NX Created April 07, 2025 09:37 Edited April 14, 2025 05:47

[CIVIL NX] Imported values of P-M in Civil NX from GSD does not match with P-M interaction curve of GSD

Question

What is the P-M table imported to Civil NX from GSD?

Answer

Let us understand the P-M interaction curve provided in the Hinge property when imported using GSD.

Please note that the P-M table in the Hinge property is not the P-M interaction curve of GSD. Instead, it represents the yield moment for each axial force case. This can be verified by entering the axial force in the highlighted box shown below

Contents Article Map

[CIVIL NX] Imported values of P-M in Civil NX from GSD does not match with P-M interaction curve of GSD [CIVIL NX] Column Section missing in the "Column Section Data for Design" Module [CIVIL NX] Effect of Unstrained Length, Lu in Cable Forces [CIVIL NX] LACK OF FIT FOR CONSTRUCTION STAGE ANALYSIS OF A CABLE-STAYED BRIDGE [CIVIL NX] Elastic Links Used with the Boundary Change Assignment [CIVIL NX] Rebar Defination [CIVIL NX] Section For Resultant Force [CIVIL NX] Difference between Elastic links with and without shear spring location. [CIVIL NX] Soil Pressure Check [CIVIL NX] How to change the unit system for generating the design report?