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Dear STKO

I have been trying to follow Dr. Massimo's YouTube "New Element- Embedding Rebars into Solid Domains", at about the 44 min mark. I have also searched this forum for more help.

I am creating a prestressed beam, following exactly Dr. Massimo's procedure. The issue is I keep getting an ...

STKO team,

Can you please take another look at this issue? I am still without a solution for my forced-displacement time-step problem.

Thank you so much.

STKO Team

Thank you for the reply. I am a little confused. The nodal displacements come from a time-history analysis of seismic motion. This would be a classic time-history analysis, except that instead of a unique ground acceleration at each of 8000 steps, we have unique nodal displacements at ...

STKO Team,

Please help. I am having an extremely difficult time finding an answer to this question. I have a multi-nodal column (14 nodes) that each have a time history displacement record (derived from a SAP2000 analysis for the overall building). I need to push my column over so that at each time ...

Dear STKO

Yes, of course, my apologies. I took the pdf article and reduced it to just the 9 pages that describe the "A" and "B" series of corbels. I tried to highlight in the pdf the pertinent details.

Sincerely

Dear STKO

I hope I am posting this in the right location.. I am having great trouble matching two STKO models with real-life testing as reported in literature. The literature, attached, tested numerous precast corbels. For representative samples A3 and B1, one with stirrups and one without, I just ...