04-13-2010, 04:21 PM
Dear Dell Bret,
Here are the answers to my problems:
Thank you midas support team.:yes:
Best regards,
rusty
Here are the answers to my problems:
Quote:1. Time dependent properties can be considered for the double composite section also. But for that, you have to link the material to composite parts in midas Civil. As noted by you, the material you defined in SPC, was just for the calculation of cross section properties only. So you need to define construction stage for double composite section using “Composite Section for Construction Stage”. There you can assign the concrete material properties to the composite parts.
2. For composite plate girder design, you have to define “SRC” type materials when you define material properties. After that you need to define the Load Combinations in “Steel” tab.
Thank you midas support team.:yes:
Best regards,
rusty
Engineering - the Art of Neglection