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What about a beam fixed on both ends?
I don't have a video explaining how to handle more than one indeterminacy with a force based method. Have a search for "flexibility matrix".
Thank you, why is the deflection due to real load uses moment from virtual unit load?
ua-cam.com/video/06f5GL90m20/v-deo.htmlsi=F4BnoVCSuvre4qHG
nice tutorial, but how is that different from the force method?
virtual work is a force method
Please could you do another video on multiple loadings as some of the steps are a bit ambiguous.
worked example here, if this is what you're after: ua-cam.com/video/YU0U7vZGJpo/v-deo.html
What about a beam fixed on both ends?
I don't have a video explaining how to handle more than one indeterminacy with a force based method. Have a search for "flexibility matrix".
Thank you, why is the deflection due to real load uses moment from virtual unit load?
ua-cam.com/video/06f5GL90m20/v-deo.htmlsi=F4BnoVCSuvre4qHG
nice tutorial, but how is that different from the force method?
virtual work is a force method
Please could you do another video on multiple loadings as some of the steps are a bit ambiguous.
worked example here, if this is what you're after: ua-cam.com/video/YU0U7vZGJpo/v-deo.html