Navigation:  Concrete Design > Concrete Design Output > Wood-Armer Moments

To see a table of Wood-Armer moments click Concrete Design > Concrete Design Output > Wood-Armer Moments.  The Wood-Armer Moments table appears.

 

 

Tip: This table only reports results for the controlling load combination for each moment location and direction. The Load Combination selector is provided in this table only as a convenience to help the user relate the load combination number to the actual load combination itself.

 

Choose whether the table should display results for the selected entities or for all entities.

 

Tip: Specify the force and moment locations to be at the nodes and/or the center of each shell by clicking Settings > Data Options.

 

The table reports top and bottom moments for the desired shells.

 

Tip:  Be sure to have a thorough understanding of the meaning of the "top" and "bottom" of a plate before interpreting the results in this table!

 

Bot Mux:  Wood-Armer design moment on the x edge of the plate (about the local y axis) for sizing bottom rebar parallel to the plate local x axis.

 

Bot Muy: Wood-Armer design moment on the y edge of the plate (about the local x axis) for sizing bottom rebar parallel to the plate local y axis.

 

Top Mux: Wood-Armer design moment on the x edge of the plate (about the local y axis) for sizing top rebar parallel to the plate local x axis.

 

Top Muy: Wood-Armer design moment on the y edge of the plate (about the local x axis) for sizing top rebar parallel to the plate local y axis.

 

Bot Mux Comb:  The load combination responsible for producing Bot Mux.

 

Bot Muy Comb: The load combination responsible for producing Bot Muy.

 

Top Mux Comb: The load combination responsible for producing Top Mux.

 

Top Muy Comb:   The load combination responsible for producing Top Muy.