Hey there! Thank you for watching this video. As you know this Excel sheet is a paid resource which costs Rs 500 or $5. If you are seriously interested then whatsApp me @ +9779843507218 to know about payment method.
Requesting as a subscriber, can you also add a lift and explain piers and spandrels. Plus explain the complications that arises due to the addition of shear wall lift and ways to solve it. For example, adding shear wall lift brings a huge torsional irregularity how to balance it, etc. Also, can you show a manual calculations of combined footing and strap footing which has 3 or more columns inline and one column at the property line together connected as 0 ------0------- 0 (where the 0 are column and dash is the connections). and also how to design it for a case in which the combined footing is in L shape with 3 columns. It would be a great help to all the subscribers .
It is not possible to check like this for all column beam. The bcc given by etabs is based on the obtained reinforcement. In residential building we generally provide same reinforcement in beam in all floor. And if we check as per this i think bcc will not satisfy in most of the case specially in upper storey. Is there ay way to check bcc in etabs as per reinforcement provided??
Only paid requests will be accessed. Excel sheet download link: docs.google.com/spreadsheets/d/1QHULrHMZBmIRAd13uMqpE5c-czSX_Uff/edit?usp=share_link&ouid=108896043731268656786&rtpof=true&sd=true
Excel sheet download link (Only paid requests will be approved) : docs.google.com/spreadsheets/d/1QHULrHMZBmIRAd13uMqpE5c-czSX_Uff/edit?usp=share_link&ouid=108896043731268656786&rtpof=true&sd=true
Hey there!
Thank you for watching this video.
As you know this Excel sheet is a paid resource which costs Rs 500 or $5. If you are seriously interested then whatsApp me @ +9779843507218 to know about payment method.
Requesting as a subscriber, can you also add a lift and explain piers and spandrels. Plus explain the complications that arises due to the addition of shear wall lift and ways to solve it. For example, adding shear wall lift brings a huge torsional irregularity how to balance it, etc. Also, can you show a manual calculations of combined footing and strap footing which has 3 or more columns inline and one column at the property line together connected as 0 ------0------- 0 (where the 0 are column and dash is the connections). and also how to design it for a case in which the combined footing is in L shape with 3 columns. It would be a great help to all the subscribers .
Sure.
I will look into it. Thanks for the topic.
Exel sheet for Biaxially loaded footing
th-cam.com/video/9CXMIpjtSs4/w-d-xo.html&feature=share
It is not possible to check like this for all column beam. The bcc given by etabs is based on the obtained reinforcement. In residential building we generally provide same reinforcement in beam in all floor. And if we check as per this i think bcc will not satisfy in most of the case specially in upper storey. Is there ay way to check bcc in etabs as per reinforcement provided??
Yes, it is possible. While defining the column section, check for the Section to be checked and check for column beam capacity then.
Only paid requests will be accessed.
Excel sheet download link: docs.google.com/spreadsheets/d/1QHULrHMZBmIRAd13uMqpE5c-czSX_Uff/edit?usp=share_link&ouid=108896043731268656786&rtpof=true&sd=true
plz i need access
Sir, why all beams & Column shows O/S after dynamic analysis?
check your scale factor for dynamic analysis
Please upload on Beam column joint design as per NBC guidelines
Surr
Very Informative... Thanks...
Glad it was helpful!
Exel sheet for Biaxially loaded footing
th-cam.com/video/9CXMIpjtSs4/w-d-xo.html&feature=share
can i have the excel sheet please
Awesome video ..can u provide excel sheet.
Excel sheet download link (Only paid requests will be approved) : docs.google.com/spreadsheets/d/1QHULrHMZBmIRAd13uMqpE5c-czSX_Uff/edit?usp=share_link&ouid=108896043731268656786&rtpof=true&sd=true
Exel sheet for Biaxially loaded footing
th-cam.com/video/9CXMIpjtSs4/w-d-xo.html&feature=share