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Hi STAAD community, I'm currently designing a curve stair and there's one beam that's failing. Please help me on why this is happening since I tried to do it on a new STAAD file and now it's not failing which makes me doubt I've done something wrong…

Dear sir, after design I got output design report that very much congested and complicated. Can I get out only for Beam & Column in excel format. please suggest if we have any method. Thank you.

In the latest STAAD connect edition, why does the concrete design tab not show up in the properties of any selected beam although I have assigned concrete design command? It's easier to see the number and sizes of bars required rather than reading the…

The Member Force Envelope Report shows MZ = -624.42 lb-ft and this is the correct value. But in Code Checking the applied moment is reported as MZ = -190.79 lb-ft. Why the different value? In what cases would a different value be shown in the output…

Staad Version: 20.07.10.41 Track = 0 Memory = 280 (Structure is big, so cannot afford to modify the above parameters) As described above the reason of failure of some of the elements is not described. How do I resolve the same?

I'm modeling a 3 stringer short span timber bridge in staad. The model consists of the three beams and deck planks (which are modeled as Plates). All geometry, material properties, supporting, and loading have been assigned. There is only one error in…

I'm modeling a 3 stringer short span timber bridge in staad. The model consists of the three beams and deck planks (which are modeled as Plates). All geometry, material properties, supporting, and loading have been assigned. There is only one error in…

Friends, All Clause references are to EN 1993-1-1:2005 I had a query on the way STAAD checks members in Eurocode. I am attaching the relevant files as well. My question is this. Why does STAAD use Cl 6.2.7 (5) for class 1 sections? As far as my understanding…

Hello! I am trying to get STAAD.pro to make what my manager calls "a pretty picture." In other words, I need to know if it is possible to do two things and how to do them if it is: 1) Can sections designed inn Section Builder (i.e. an S-Shape with…