davidnoc
Structural
- Jan 16, 2009
- 11
Hi All:
I am trying to understand the moment sign convention in the attached picture.In XY plane moment about Z axis is creating compression in upper flange but in the XZ plane moment about Y axis is creating tension in the upper flange. Is it right or am I understanding the right hand rule correctlly?
Thanks
I am trying to understand the moment sign convention in the attached picture.In XY plane moment about Z axis is creating compression in upper flange but in the XZ plane moment about Y axis is creating tension in the upper flange. Is it right or am I understanding the right hand rule correctlly?
Thanks