Thank you for wonderful information. I appreciate you if you could clarify two points of the example about the glass design. #1. according to Table.2 of the ASTM-E1300 , GTF for double HS glass is 1.8( you considered 1.25). #2.there is 12mm air gap between glasses therefore, they won't support each other structurally, why you calculated load/2 in the calculation for each ply? Again thank you so much for your time and sharing your valuable knowledge with others.
Than you so much mam for this video I m in Dubai working as a project engineer I have some projects in pipe line I wanna contact you for facade design please advice
han you so much mam for this video I m in Dubai working as a project engineer I have some projects in pipe line I wanna contact you for facade design please advice
Thanks so much for this videos, I come from Vietnam , I hope you have a lot of video like this in the future, Best wish for you.
Thank you for wonderful information. I appreciate you if you could clarify two points of the example about the glass design. #1. according to Table.2 of the ASTM-E1300 , GTF for double HS glass is 1.8( you considered 1.25). #2.there is 12mm air gap between glasses therefore, they won't support each other structurally, why you calculated load/2 in the calculation for each ply?
Again thank you so much for your time and sharing your valuable knowledge with others.
Great video ma'am, thanks a lot
Thanks to your simple way and your efforts
Thanks for sharing knowledge mam. Can you tell me what is short span in sealant bite calculation. Is it 900mm in case of 1800mm panel
Short span is the shorter span of the glass .
thanks you so much, and do you have calculation by hand instead of software.
Thank you but can we have example to calculate step by step and know how to decide the values for male and female separate pls
Thank you so much for your detail explanation
Do you provide online classes
Than you so much mam for this video I m in Dubai working as a project engineer I have some projects in pipe line I wanna contact you for facade design please advice
To contact Srilakshmi, Send the mail on vinmi318@gmail.com
@@milind4975 plz give me ur contact number
@@ihmunmun3899 you can drop me mail on
milinds@encfacade.com
thank you so much mam for this video.
Which are softwares to check anchor stability
U can use any like hilti/ fisher/ wurth/ klimas etc. Every anchor provider have their own software to check the stability of snchor which can be used.
han you so much mam for this video I m in Dubai working as a project engineer I have some projects in pipe line I wanna contact you for facade design please advice
Thank you mam,
Mam how to decide panel size considering Wind Load?
I believe that would vary depending on the project and also what the architect wants
Panel size is decided based on the glass wastage not on the windload.
How to decide the thickness of mulion and transom
Thank you very much
Kindly do let me know if you guys wants me to make a detailed video on design of facade.
yes please mam, it would be really good if we can have a practical example
Is there any indian code for design for glass facade
No there is no indian code for glass.
Can anyone teach me the buckling checks for different element on online meeting
mam aap ya nptel ke teachers sirf apne ko padhate ho
I want Tamil details
Hello please can you send me this Data