Excellent explanation.. Not only structural design but the tips and tricks of excel. I have learned so much from you Sir. Masha Allah you did great job ❤️🥰
Thank you very much Sir for such an explicit video. It is simply excellent and useful. Please we will need another great video of yours for TRANSMISSION LINE TOWERS!
Well explained. Please you designed the bracing connections, how about the vertical member connections? Do they follow the same pattern as for diagonal and horizontal bracings?
For verical pipe sections (leg) we have given release at bottom. Therefore, only axial and shear force will come as reaction and no moment. Therefore anchor bolts will be designed for axial force (Tensile fotce) and shear check only.
we learned so much knowledge thanks u very much
God maybe bless u sir
all the best n best of luck
Thank you for your kind words 🙏
Excellent work I am understood the concept thank you sir . Have you done concept classes for structural analysis
Great work done, Sir.
Thank you very much.
Job well done, kindly do well to complete the series with foundation design.
Ungal seevai thodara valthukal!!
Thank your very much. (I don't understand Tamil, but as per google translate you are congratulating).🙏
Oh hell ya I found part 5. The part 4 came 2yrs ago. I thought series got discontinued. Thank you very much
Some more videos are there in this series which will come soon
Thanks for watching❤️♥️
Excellent explanation.. Not only structural design but the tips and tricks of excel. I have learned so much from you Sir. Masha Allah you did great job ❤️🥰
Thank you very much Sir for such an explicit video. It is simply excellent and useful. Please we will need another great video of yours for TRANSMISSION LINE TOWERS!
Please do the remaining videos in this series.
Awesome sir
Thank You very much sir
Sir please make videos on PEB and weird house design
Thankyou for making our lives easy. 🔥 Sir When will you uploaded design of base plate and foundation.. you are a champ... Please help us out.
Well explained. Please you designed the bracing connections, how about the vertical member connections? Do they follow the same pattern as for diagonal and horizontal bracings?
For verical pipe sections (leg) we have given release at bottom. Therefore, only axial and shear force will come as reaction and no moment. Therefore anchor bolts will be designed for axial force (Tensile fotce) and shear check only.
please complete this design series
Only foundation part is pending.. i will complete it soon. Thanks to be part of eCiviltech ❤️
@@eCivilTech Part:6 Design of Anchor Bolt (Foundation Bolt Design)
Is still pending sir plz complete this series 🙏
Can you please make the same video for development of excel sheet for moment connections with addition of stiffeners also...
Yes.. but it will take time
Please make a video about base plate connection
Ok will start making..
Also, slenderness limiting value for braces is 120 as per IS801, your comments ??
Excel spreadsheet sir please 🙏
Sir how to install this connection software
which software?.. We are using Microsoft excel for connection design and it is available in most of the PC if it windows.