Thanks a million. Please keep it up on ETABS. We need more on ETABS. Please on advanced topics as well. Can you please recommend me a book on the interpretation of Etabs Results? How to understand the Etabs Results? Please share it with me?
When I apply the tendons in the model, I don’t see any difference in deformation between the ultimate and generated load combination for PT. What is wrong?
Hi! I was trying to model post tension slab as well in my model. However, ill-condition occur when I run the model. I am not sure how I can fix it. Many thanks.
Sir can you make tutorial on banded slab for post tensioned slab. When i place a tendon it is limited to slab itself i could not make it move to beam please answer i need your help sir.
Thanks a million. Please keep it up on ETABS. We need more on ETABS. Please on advanced topics as well. Can you please recommend me a book on the interpretation of Etabs Results? How to understand the Etabs Results? Please share it with me?
Structural analysis, SAP 2000, ETabs, and Finite element method
ua-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos
Flexural reinforcement is including pt reinforcement or without pt reinforcement?
Good job, Thank you for your information.
When I apply the tendons in the model, I don’t see any difference in deformation between the ultimate and generated load combination for PT.
What is wrong?
Which Software do designer use for designing curved or semi curved tall buildings? Different irregular curve shaped structures in different countries?
Hi! I was trying to model post tension slab as well in my model. However, ill-condition occur when I run the model. I am not sure how I can fix it. Many thanks.
Sir u r best 👌💯💯💯
Thanks.
tell me? why strip B has layout type distributed and resever parabola, and strip A has "banded" vs "parabola" please , and thanks u so much
Sir Md Humayun Kabir @DECODE BD may I know who to check deflection of slab ( for flat slab and post tensioned slab ) using etabs software.
how to rectify the stress limit in etabs without increasing section and tendons, any other way to modify the stress limitation( taken upper limit)
Please post a video on post tensioned flat plate design....
Structural analysis, SAP 2000, ETabs, and Finite element method
ua-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos
Sir can you make tutorial on banded slab for post tensioned slab. When i place a tendon it is limited to slab itself i could not make it move to beam please answer i need your help sir.
Structural analysis, SAP 2000, ETabs, and Finite element method
ua-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos
ETABS For PT Design is this reliable?!
Sir, can u show How to design post tensioning beam?
Structural analysis, SAP 2000, ETabs, and Finite element method
ua-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos
Excellent. Can we do RC slab design in ETAB ? Please upload a video for that.
Structural analysis, SAP 2000, ETabs, and Finite element method
ua-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos
The background music is too much,
Structural analysis, SAP 2000, ETabs, and Finite element method
ua-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos
why you people don't say anything it's so boring to watch lectures like this