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Is it possible to assign two different sections to the same member of a structure like If someone likes to assign two sections (with different spacing of the stirrups) to a beam? I have a beam in which the spacing of the stirrups varies along the length, as a result, the beam needs to be divided int...

Sir, the load-displacement curve for the applied load along with the file is attached for ur kind scrutiny. The issue is that degradation in the response of the beam load vs displacement is not observed for the applied load. What can be the possible reason for it? Originally the author (who used Ope...

Can I get the beam-tip load vs drift ratio chart directly for the applied load (or displacement) on beam-column assembly in post processor? I have applied the load as load control on the end of the beam with a varying time series (0.08 to -3.2). I tried but the available output is only displacement ...

More than thanks for ur assistance.

I am applying load on a beam-column joint assembly with the zero-length rotational springs at the interface and in centre of joint. 1. I have tried a lot but still, the model does not go forward beyond 1.5 seconds. I changed the time series from linear to now to constant for beam-tip load and axial ...

Dear sir/madam,
I sent yesterday the model via email for ur kind scrutiny. I am waiting for your kind help. Thank you

More than thanks for your assistance. The problem of the transformation error is solved.

Dear sir, I tried to model it in XY plane, by using x, y coordinates (keeping z=0) for each member but at the end when I checked the same error of linear transformation prevails. Although I entered the dimensions for the members in the proper format (x,y,z "12 30 0") when I checked the geometry of t...

Yup, I modelled it in plane other than X, Y plane. I am remodelling it in X,Y plane only. Thanks

I am not finding the option to attach the STKO format file.
Can I send it via email?
Here the picture is only able to be sent as an attachment when I tried to attach a file.