are you talking about slope deflection equation? or which formula are you referring to? slope deflection equation would change for non prismatic members.
yes I am talking about slope deflection equation.. Though results differs when comparing to software even after updating E and length of the members but deflection varies alot.. Is there any way to resolve this issue or can you provide me a material please
MURALI MANOJ, it should not vary if you have taken a prismatic section that is a section whose cross section does not vary accross the length of the member, if your section is a prismatic member then calculate its moment if inertia 'I' and check youngs modulus 'E', then find the value 'EI' substituting that you shall get deflection.
Sorry for not being clear.. I coded this formula using python , for linear calculations it works perfect but for nonlinear where E and length of member changes with increasing load , moment value varies alot eventhough I calculate end moments based on plasticity formula for example: member fixed at both ends with udl maximum moment formula for linear is wl^2/12 but for plastic analysis its wl^2 /16 but I can find frame deflection only by this method which seems to vary alot when comparing software
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Thanks a lot for creating such a helpful video. U r doing great for students, keep going.
Quite easier than MDM...
Thankyou sir
Helpful sir ❤🎉
Sir where this type of inclined leg frames are used?
Excellent video. Well done.
Why member/ Bean BC have a deflection?
is the same formula applicable if each member have different length and different elastic modulus? or for nonlinear?
are you talking about slope deflection equation? or which formula are you referring to?
slope deflection equation would change for non prismatic members.
yes I am talking about slope deflection equation.. Though results differs when comparing to software even after updating E and length of the members but deflection varies alot.. Is there any way to resolve this issue or can you provide me a material please
MURALI MANOJ, it should not vary if you have taken a prismatic section that is a section whose cross section does not vary accross the length of the member, if your section is a prismatic member then calculate its moment if inertia 'I' and check youngs modulus 'E', then find the value 'EI' substituting that you shall get deflection.
Sorry for not being clear.. I coded this formula using python , for linear calculations it works perfect but for nonlinear where E and length of member changes with increasing load , moment value varies alot eventhough I calculate end moments based on plasticity formula for example: member fixed at both ends with udl maximum moment formula for linear is wl^2/12 but for plastic analysis its wl^2 /16 but I can find frame deflection only by this method which seems to vary alot when comparing software
MURALI MANOJ it will not work for varying variables, the basis of this derivation is thay your material properties and cross section does not change
Thank u sir very nicely explained
How were you able to get the 3 unknowns using 3 equations only? anyone?
So how many equations are required for 3 unknowns?
this helps a lot thanks
Sir can u plz make a video on method of consistent deformation of beams with degree of indeterminacy 2 and 3..plz sir it's a request
sure Remo i would be focusing on that method next.
I have made a video on the method you asked:
ruclips.net/video/RLjg77b0kWI/видео.html
we hove 14 unknowns how did you solve using only 13 equation ?
Thanks a lot for this video.
सर अगर हमने GATE qualified कर लिया तो हमे. ME के लिये stipend मिलता हे.GATE qualified students के लिये ME का fee माफ होता हे क्या
Datta Dhanawade ME fees maaf nahi hota par agar AICTE approved college me admission liya to Gate qualified students ko stipend milta hai around 12500.
ooo thanks