@@EngineeringLearningPlatform yes sir so many students of our college are regular viewer of your youtube channel. And I also recommended my juniors to follow your tutorials.
there is an error that comes in etabs for what i was here for that is Error no. 0, error cleaning numbers arrays. you can fix it by going to edit>relable all . cheers .
It means the element slab or beam is somehow not transferring the load to the supporting members . Deleting and remodeling and re applying load may help
@@EngineeringLearningPlatform i have assigned a none beam and assigned parapet load there now how can i delete beam?? If i delete it and redraw than load will gone which means combination will get affected??
@@lifeline7673 for line load purpose, you need a beam, not a null line so define a section having properties of any minimal non zero stiffness (for instance 1"x1") dummy section intead of null line
There are different reasons, when the line is on a slab which is having none property, or slab is membrane and supporting the beam, or the line is disconnected from Structure .
@@EngineeringLearningPlatform if i want to design plinth beam then what loading should I consider Or if I want to model plinth beam in Etabs how I applied soil pressure on beam And one more query when i analyzed my Etabs model with considering all stiffness modifiers and 1st storey I am getting very less bending moment then it's upper floor why sir And thank you for your time and help 😊❤️
@@arbazshaikh6771 For plinth beam design simply take wall load and apply on beam and design manually . As= Mu/4d . For second query it is very common that seismic moments increase with height .
![How to Solve Common Errors and Warnings in ETABS [Too close and Overlapping] Well-explained](/img/n.gif)
Watch "Remove check warnings in and fix errors in ETABS model"
Sir i have run the check model there is no warning
@@owaissofi5321 Thats a good thing .
@@EngineeringLearningPlatform how to rectify this error please elaborate it ( F21 and B216 are too close )
load case : solving linear stiffness from zero (unstressed) initial conditions
how about this one??
Sir plzzz make some videos on detailing plzz
There are so many see the etabs playlist
Sir, please upload some tutorials on steel connection design in RAM connection software
Thanks for request, Next video will be on steel deck design and then connection in a couple of days .
@@EngineeringLearningPlatform Thank you for your kind response sir.
@@williamsentemtz9652 Sure. Please share as much with your classmates, co-workers to encourage :) Have a good day!!
@@EngineeringLearningPlatform yes sir so many students of our college are regular viewer of your youtube channel. And I also recommended my juniors to follow your tutorials.
very helpful, thanks
Joint labels Storey 4, 30 and 30 are too close? What does it mean?
Turn on joint visibility, see where it is occuring and redraw the elements which have those joints
Very nice vedio.
can you please make a video for the design of masonry brick wall in etabs ? i shall be very grateful for you
It's not in Etabs capacity . There is no masonry design code or option
Sir, After defining the material properties when we save the file it shows error saving and (file may be incomplete) please reply.
We need to look into error, contact our team at facebook.com/engineeringlearningplatform
there is an error that comes in etabs for what i was here for
that is Error no. 0, error cleaning numbers arrays.
you can fix it by going to edit>relable all .
cheers .
Great. Thanks mate
How to remove a point that is in a grid line and this point is connected to the bottom floor when diaphragm. Now how can this point be deleted?
As u mentioned it is on the edge of a n element, thus it cannot be deleted unless the connected element itself is deleted
@@EngineeringLearningPlatform Thanks for your support.
how to solve warning ralted to lime load not transfer ??
It means the element slab or beam is somehow not transferring the load to the supporting members . Deleting and remodeling and re applying load may help
@@EngineeringLearningPlatform i have assigned a none beam and assigned parapet load there now how can i delete beam?? If i delete it and redraw than load will gone which means combination will get affected??
@@lifeline7673 for line load purpose, you need a beam, not a null line so define a section having properties of any minimal non zero stiffness (for instance 1"x1") dummy section intead of null line
@@EngineeringLearningPlatform thankyou so much.it work!d
Welcome do checkout our professional courses
www.udemy.com/course/etabs-rcc/?referralCode=4F571121E8073D773BE7
What to do with line load not transferred warning??
There are different reasons, when the line is on a slab which is having none property, or slab is membrane and supporting the beam, or the line is disconnected from Structure .
@@EngineeringLearningPlatform is there any easy way to connect lines?
Use modify tool
Sir why we not model plinth beam in Etabs or any other software
Its not your choice . Doesn't affect the super Structure behavior mu h
@@EngineeringLearningPlatform if i want to design plinth beam then what loading should I consider
Or if I want to model plinth beam in Etabs how I applied soil pressure on beam
And one more query when i analyzed my Etabs model with considering all stiffness modifiers and 1st storey I am getting very less bending moment then it's upper floor why sir
And thank you for your time and help 😊❤️
@@arbazshaikh6771 For plinth beam design simply take wall load and apply on beam and design manually . As= Mu/4d . For second query it is very common that seismic moments increase with height .
@@EngineeringLearningPlatform thank you so much sir
You are very responsive I recommend your channel to my college colleagues and my friends
Sir am not getting the results after running the analysis.. Can u help it out
Explain further
@@EngineeringLearningPlatform sir as i run the analysis in my laptop it loads the analysis but the results and all doesn't show
@@owaissofi5321 Go to analyse tab and click on set load cases to run . See if it shows completed or not run
@@EngineeringLearningPlatform sir it shows in status not run and in action it shows run
@@owaissofi5321 Your model is corrupted
etabs warning zero ritz starting vector eliminated & etabs warning no ritz modes were found, ??????
Where????
This occurs when there is abnormal modelling errors, one of which may be due to structure hanging in air (no supports assigned)
How to solve stair area load transfer?
Don't model stairs, model them as slab
Errors after importing files