Hello Everyone,
I want to ask some expert, why don't we have moments when we see restraint summary for linear restraints, some one may say we don't have moments on liner restraints, unless we block rotation we cannot have moments, but in some configuration (as sketch attached here) of piping with guide or axial stop we should have moments on restraints.
In sketch, when pipe expands due to temperature change, at guide we should have moment about Y axis. Help me get out of this confusion.

[img]https://drive.google.com/file/d/1RhBZkw0q70vRQNESpZ2WaoFlz8Rts-wh/view?usp=sharing[/img]