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I have a problem with my etabs 18 version. Under the design toolbar when I click the concrete frame design the rebar selection rules for column and beam are missing. What to do?
How can we check punching shear ratio value in this design When I check.... N/C is come means it's not calculated please give me reply. What's should I do?
The steel areas shown in layers in "Strip Based design" has to be practically provided parallel to the strip direction or it has to be provided perpendicular to the strip direction??
Do you make separate model for beam design? I have seen that while using shell elements for slab, beams behave as T & L. But the extent of T and L width is not defined. Therefore, the beff goes as much as half of slab span in many cases. Which shows almost half reinforcement compared to using membrane as slabs. To overcome this, how do you design beam reinforcement?
Engr. Have you try to compare slab design in etabs vs Safe? Because i get confused why they have different outcome for rebars. SAFE gives more rebars than ETABS. Any idea? Thank you
What is the name of this book from which you are referring to the chapter 10 Dynamics. Could you please attach the link to this book so that its easy to download. BIG FAN of your work. KEEP it up :)
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ruclips.net/channel/UCw9kSuR1bTFBmaMEyD_DXvQ
Very thankful to you for such a nice video series on Etab. YOu are doing great job.
MASHALLAH
Thanks
Very interesting Lecture Sir
So nice of you
I have a problem with my etabs 18 version. Under the design toolbar when I click the concrete frame design the rebar selection rules for column and beam are missing. What to do?
My model show " Shear Failure" alert in it's slab output table. Should I ignore this? Btw, I'm using beam slab structure. Please advice. Thank You
sir in flexural designing .. we need purple color to satify.. why you choose dark blue color? plz guide me
When required reinforcement.... Are provided....
Then automatically... Blue color appears....
Which indicates that provided reinforcement is OKAY.
@@civilmdc ok sir
How can we check punching shear ratio value in this design
When I check.... N/C is come means it's not calculated please give me reply. What's should I do?
The steel areas shown in layers in "Strip Based design" has to be practically provided parallel to the strip direction or it has to be provided perpendicular to the strip direction??
Do you make separate model for beam design?
I have seen that while using shell elements for slab, beams behave as T & L. But the extent of T and L width is not defined. Therefore, the beff goes as much as half of slab span in many cases. Which shows almost half reinforcement compared to using membrane as slabs.
To overcome this, how do you design beam reinforcement?
Try to define grid system as slab with beams
Engr. Have you try to compare slab design in etabs vs Safe?
Because i get confused why they have different outcome for rebars.
SAFE gives more rebars than ETABS.
Any idea? Thank you
Dear they will give same results.
You have to take care..
Modifiers...
Steel strength
Concrete strength etc...
And for comparison use FEM method.
very useful lecture, thanks
I have an doubt.How to check manually, after Etab design& analysis results
Make a Slab and get the maximum moments in both directions....Manually
And compare the results with ETABS
@@civilmdc Thanks for rply....Sir, How can i find out axial load ,bi axial load uni axial, after getting column design results @Etab?
@@ezhilarasan3776 Go to display tables...
Select column forces results
Can this method be used while designing with is code 456
Sir how to design slabs of staircase in etabs or in safe?plz reply I am confused
Sir can we model interlocking brick wall in etabs??
sir what the mean of strip design for slab..
Is is Slab deign method.....
Just like DDM Method.. And yield line methods.
Plz make a video on Earthquake load as per ASCE 7-16...
Dear I have noted...
When analysis is done...I am not able to get the options of Design the slab...They are not enabled...How to resolve this
I think the issue is with installation and Activation of your software
@@civilmdc The frame design is perfectly Run
@@alugojuvineeth6719 then check... Did you assign diaphragm?
And are you using strip method?
Try above these
Hello, how did your resolve this issue?
JAZAKALLAH
What is the name of this book from which you are referring to the chapter 10 Dynamics. Could you please attach the link to this book so that its easy to download. BIG FAN of your work. KEEP it up :)
Concrete structures by Zahid Ahmad Siddiqui
Ok