sir first of all thank you so much for such a nice video and explanation, i need clarity on few points. while coming to annex a part, when we calculate rho we took Lw as 4000, shouldn't this be 3000, similarly for lemda as well. and in formulae of Xu*/Lw and beta there's has been additional 0.002 which hasn't been taken in this video. kindly revert on the same to have more clarity. Thanks in advance
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Thank you very much sir...For this valuable knowledge.
Most welcome
Thank you sir. Very nice explanation
Thank you very much for a nice video.
Great sir. Very good explanation
Keep watching
sir first of all thank you so much for such a nice video and explanation, i need clarity on few points. while coming to annex a part, when we calculate rho we took Lw as 4000, shouldn't this be 3000, similarly for lemda as well. and in formulae of Xu*/Lw and beta there's has been additional 0.002 which hasn't been taken in this video. kindly revert on the same to have more clarity.
Thanks in advance
how do we calculate the strength of a shear wall against base shear?
β formula is different in IS 13920 ANNEX A
I followed the comentry on IS 13920-2016 "IITK-GSDMA-EQ-11-V4.0". They used this formula in their solved examples. Though it's different in code.
Sir. I have one about clear height (hw) in design elevator shaft wall , the hw measure total height of wall or measure as height story 🙏
Dear Veasna
Here Hw is hight of building and not storey in each case
Sir, i want to know how to decide how many shear walls we should provide.
No of shear walls depends on total base shear on building and no of shear walls to be provided is selected on the bases of building plan.
Please make a Lecture in English sir.
Most technical words in my lectures are in english.
Sir fmax aur fmin ki value MPa me aayegi.
Yes ,you are right. It is used in Mpa in next step.
You are watching my videos thoroughly. Thanks so much.
@@civilbasics21 I am pursuing MTech and your series in design of Shear walls has really helped me a lot. Thank you Sir. 🙏