Re: Consideration of Rigid Ends of Structural Members

03-Analytical/modelling capabilities
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rbsce.ph
Posts: 30
Joined: 29 Jul 2020, 09:29

Re: Consideration of Rigid Ends of Structural Members

Post 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.

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seismosoft
Posts: 1184
Joined: 06 Jul 2007, 04:55

Re: Re: Consideration of Rigid Ends of Structural Members

Post 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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