Design of RCC Strap footing (Eccentric) Manually | Excel Sheet | IS 456 | Municipal Structure report
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- เผยแพร่เมื่อ 22 ม.ค. 2023
- In this video, I will show you how to design an RCC strap footing manually using an excel sheet considering IS code.
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Hi everyone,
This week will be the last time I will share my design sheets online. If you want to buy it, click the link below and request access. You will get an email regarding the payment process.
Only paid requests will be accessed.
Excel sheet link: drive.google.com/file/d/1kfgn...
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Hi everyone,
This week will be the last time I will share my design sheets online. If you want to buy it, click the link below and request access. You will get an email regarding the payment process.
Thank you for watching this video.
As you know this Excel sheet is a paid resource which costs Rs 700 or $7. If you are seriously interested then whatsApp me @ +9779843507218 to know about payment method.
hello, sir I'm an mtech structural engineering student. I discovered really useful content for structural engineering students on your channel, and it will undoubtedly enable us to create a positive effect on industry. I was initially concerned because I couldn't find a design for an eccentric footing, but your video truly helped me a lot. thank you so much
Thanks for your words. Glad it helped.
Cheers
Nice one keep up the good work sir!
Thanks, will do!
Sir, Please make a vedio on strap beam at corner of a house with a property line on both side of corner.
VERY GREAT WORK AND DETAILED WORK MY FRIEND. wITH YOU DID THIS IN THE BRITISH OR EUROCODE STANDARDS.
jUST WHAT i'M RESEARCHING AND HOW I WOULD WISH TO DO MY WORK.
CAN YOU TEACH US HOW TO MAKE THE EXCEL SHEET PLEASE. THANKS
how to design eccentric footing with footing beams for biaxial eccentric footing?
Please provide the link for excel sheet of strip footing
Excel sheet ?
Depth of beam exceeding depth of footing?
Yes
hogging moment - w L square divided by 20.. from where you got this ...? this should come from the point of zero shear...correct me if i'm wrong
It’s a generalized concept.
Colm square navai size different vayo vane chai?
Footing ko Transverse side ko column face le govern garcha so tetaa ko dimension rakhne
Na bhaye jata bata cantilever length badi aaucha tyo size rakhne