system:
Girder : Moment beam stub : shear splice / hinge : load carrying beam : shear splice / hinge : moment beam stub girder
question :Why FX is produced or generated in load carrying beam which is having a moment release MZ and MY in both ends i.e. internal hinges. Can anyone explain how or from where the FX is produced or generated....
It is because the Hinged beam is continuous.
Could please explain how it is happening… free body diagram if possible please