This is my 3rd thread and seems that no one from Bently staff seems to bother to give me a reply. I am still writing to try my luck once more.
I am applying a pushover analysis on a steel structure. But I am stuck at the application of hinge properties. Apparently FEMA has a default linear Moment-rotation curve, hence I want to add a new curve. But I do not know how to define the Yield Moment and Yield Rotation. Also when it comes to apply the hinge properties for braces how do I do it because braces need another type of hinge but StaadPro appears to have only Moment-Rotation type of hinge.
Can anyone help (is Benltly Forum still operating?)
The thing is that I want the answer for all my members but I want the answers organised in physical members not for all those smaller elements. If this is not possible the question may be - which of the smaller elements would represent the answer for all the member?
In the batch mode (or "old method" as you have described it), the output will be presented for all members in the list for the SELECT or a CHECK CODE command.
If you want to check the highest ratio from among the segments of a physical member, and do that graphically, the following method should work:
First, select all the components of the physical member. Click the right mouse button on the drawing area, choose New View - Create a New window for the view. Go to the Results page on top of the screen, and choose Utilization Ratio. The number will appear as a label on the individual segments.
If you want to find which segment has received the largest section, then, the GROUP command you have used is the right approach, and you should examine the output file to see that section name. You will find statements like the following
GROUPING BASED ON MEMBER 1 (ST W14X99 ) LIST= 1....
The above statement means that the segments in the list for the GROUP command have been assigned a W14X99 (same as the one chosen for member 1) because it happens to be the largest section from among the those in that list.