AlexImmanuel2014
Structural
- Aug 29, 2014
- 11
In my 3d model of a warehouse. I have purlins and gifts spanning between portal frames and acting as continuous members.
I have also modelled shells in roof and walls to act as metal deck.
I want to analysis these shell elements for checking panel shear resistance.
I want the method for making the purlins and girts continuous.
Also I want to know can I restrict out of plane action of my metal deck. What should I do for that
Please help
I have also modelled shells in roof and walls to act as metal deck.
I want to analysis these shell elements for checking panel shear resistance.
I want the method for making the purlins and girts continuous.
Also I want to know can I restrict out of plane action of my metal deck. What should I do for that
Please help