I get confused. When modeling drop panel over slab. the are on drop panel is not consider anymore in the model. Considering you assigned the member as drop not a slab and the thickness is the total thickness. NO NEED TO DELETE. pls correct me if im wrong....
SIR AS WE KNOW THAT DDM METHOD IS SUITABLE ONLY FOR TWO WAY SLAB DESIGN BUT IN PREVIOUS VIDEOS YOU'VE DESIGNED ONE WAY SLAB BY DDM METHOD (COULD YOU ASNWERE ME ON THAT I'll BE VERY THANKFUL TO YOU)
Yes it is. But if u study DDM method in detail what is it? Its basically distribution of moments right? After we have got moment values we calculate "As" in same method for one way and two way slab right? Now considering that etabs gives reinforcement only in strips, so we apply it on one way know that it would not affect the moment distribution as it's already one directional . In the end we get the area of steel thats what required output is . But if we use middle strips and column strip combination like for two way slab then it wouldn't be right .
Watch " Design of Flat slab with drop panel in etabs Tutorial - Detailing of Slab "
Complete Etabs tutorials : ua-cam.com/video/zq0YbxzFN_I/v-deo.html
thank you dude ! best etabs tutorial ! keep up the good work
Pleasure . Share with others too :)
@@EngineeringLearningPlatform sure.
You are the best i live in Cameroon
Thats so nice of you ..
At 26:09, I can see CGS of tendon, what does CGS mean?Also it's 1 in, from where is the length taken from?
The centroid, but it's not part of the non-prestressed slab design
how to model column strips for different dimensions such as 10.5 m x 8.4 m?
How to find the size of reinforcement in mesh ( main and distribution bars)?
For mesh as shown use the uniform reinforcing and spacing option .
If both spans are not of equal length, which length will we take for the column strips' dimensions?
Smaller
I get confused. When modeling drop panel over slab. the are on drop panel is not consider anymore in the model. Considering you assigned the member as drop not a slab and the thickness is the total thickness. NO NEED TO DELETE. pls correct me if im wrong....
That concept works with csi safe
Please prepare a video of modelling wall as equivalent diagonal struts in ETABS.
Sure
It is post tensioned flat slab or normal flat slab?
Normal sir.
thickness of slab was 5" but for drop panel thickness calculation you take it 8"??
It's using the direct design method or equivalent frame method?
DDM
@@EngineeringLearningPlatform thanks😀
can we change rebar shown like #3 into 9 (metric)? and how?
By changing units of design
Please make a video on post tensioned flat slab with drop panels...
Sure
Can you please tell me how to define column and middle strip?
There is no need to define . It is predefined
Where can i download proper cracked version of etabs. will be very much helpful if you provide me the link. Thankyou
ua-cam.com/video/zq0YbxzFN_I/v-deo.html
@@EngineeringLearningPlatform not working
Ok turn off internet, and reverse date to september 2018 and start etabs using the same crack provided in the video description
What's happen when the Display Punching Check shows N/C on every drop panel?
Because you have use a line element/beam so punching check not compliant
Which chapter of ACI are you referring to??
Kindly mention in which part of video
@@EngineeringLearningPlatform The part in which you are referring to Reduced moment of inertia limits for beams and slabs...
@@m.shaihanayub7179 chapter 10 ACI code 318-08 referring to the table for cracked moment of inertias
@@EngineeringLearningPlatform Are these limits valid for first order analysis?
@@m.shaihanayub7179 yes .
How to buy excel sheet in S.I. System
www.stuvia.com/doc/529661/punching-shear-check-using-aci318.xls
Can you please make videos on Design of building as per Indian code
Sure. Will try but preferring to use international standards as the main purpose is to teach wide audience and primarily ETABS
instead of feets, take units in meter
Usually in Design office practices we use fps
How to get detail drawing of slab in autocad
By drawing it .
Is there any software which can export Etabs slab detailing in Autocad?
Csi detailing
CSI detailing can detail beam and column only not slab
where are u from??
Pakistan
Hiii
I want to Converse with you
Visit and message on the facebook page . I'll get to you asap . Fb.com/engineeringlearningplatform
SIR AS WE KNOW THAT DDM METHOD IS SUITABLE ONLY FOR TWO WAY SLAB DESIGN BUT IN PREVIOUS VIDEOS YOU'VE DESIGNED ONE WAY SLAB BY DDM METHOD (COULD YOU ASNWERE ME ON THAT I'll BE VERY THANKFUL TO YOU)
Yes it is. But if u study DDM method in detail what is it? Its basically distribution of moments right? After we have got moment values we calculate "As" in same method for one way and two way slab right? Now considering that etabs gives reinforcement only in strips, so we apply it on one way know that it would not affect the moment distribution as it's already one directional . In the end we get the area of steel thats what required output is . But if we use middle strips and column strip combination like for two way slab then it wouldn't be right .
Drop panel = капитель
Lol sorry, i used google translator