CIVIL NX Created December 28, 2023 14:29 Edited December 30, 2023 04:27

[CIVIL NX] How to get concurrent reactions due to moving load?

Question

How to get concurrent reactions due to moving load?

Answer

To get concurrent reactions at support node (i.e. maximum or minimum force at one node and corresponding forces at the other
nodes), concurrent reaction groups has to be defined.

After definition of live loads, define the concurrent reaction group using the work flow as
shown.

From Main Menu select Load > Moving Load > Moving Load Code > Concurrent Reaction Group

For Viewing Concurrent reactions after analysis, go to
Results > Result Tables > Concurrent (Max/Min Reactions)

Contents Article Map

[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? [CIVIL NX] Use of MCT Command Shell for Defining Composite Sections in the Construction Stage