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Re: Consideration of Rigid Ends of Structural Members
Posted: 16 Sep 2020, 07:37
by rbsce.ph
We modeled a structure using the building modeller of Seismostruct. May we know the effect of considering rigid ends of beams, columns and walls in the analysis as shown below. Your comments are highly appreciated. Thank you so much.
Re: Re: Consideration of Rigid Ends of Structural Members
Posted: 16 Sep 2020, 10:21
by seismosoft
These settings determine whether to consider rigid offset for the members at the area of the beam-column joint.
Please refer to the manual of the program, and you can also play around with these settings to see their effect.
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