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plz need Ex file

informative ❤ informative

Hi, Dear Plz solve my question Etabs a RCC COLUMN Unbraced length ratio ki manually calculation kore input korte hobe?

nice

ভাইয়া দুইটা ভিডিওর জন্য আপনার কাছে রিকোয়েস্ট রইল..... 1. ETABS (none line, cantilever portion, ) ড্রইং করা একটু ঝামেলা... তাই যদি ETABS এ কিভাবে অটোক্যাড এর ড্রইং ফাইল ইমপোর্ট করবো এর জন্য ভিডিও। 2. Asdip v5 ইউজ করে কিভাবে একটি বিল্ডিং সবগুলো ফাউন্ডেশন একসাথে ডিজাইন করা যায় এর জন্য যদি ভিডিও দিতেন তাহলে অনেক উপকার হতো...

CUET kon batch?

Lift core thakle koto KN load apply korbo?

How to import etabs model from autocad. If you give a video like this, it would be very helpful.

Thanks

It will be really helpful if you could upload one series in English

Carry on vaiya.

bhai load pattern e keno Wx+, Wx-, Wy+,Wy- dilen na. only Wx and Wy niyechen. Abar seismic e Ex+,Ex-,Ey+,Ey- niyechen. please bhai explain koiren.

ডিজাইন স্ট্রিপ অটো দিলে সমস্যা হয়?

Safe software ta ki vabe pete pari.

আপনার ভিডিও ক্লিয়ার না

কলাম ডিজাইন কি লেটারেল লোড ছাড়া ফ্যাক্টর কম্বিনেশন (1.2DL+1.6LL) টা ধরে ডিজাইন করবো? না ওভার অল কম্বিনেশনের মধ্যে ইট্যাব যেটা সাজেস্ট করবে সেই ডিজাইন কম্বিনেশন নিয়ে ডিজাইন করবো?

I followed everything as you did, but my punching shear value 2.08 , different from you! 😢

Thank you Sir

That's means pile foundation should be provide hinge support and footing foundation provide fixed support ?

Can you please take these lectures in English?

Great work. I need this sheet. Kindly share the contact details for payment.

do you check drift in service limit? ( for example: beam=.5, column=1, etc.)

Can we have AutoCAD file thank you

Hy, I changed the eccentricity of the building after the analysis showed irregularity in torsional check. But still the results are the same, do I keep increasing/modifying the value of eccentricity for the building in the load pattern dialogue till the analysis says that the structure is regular ?

Good work dada ❤

Thank you sir. I am agree with your opinion to get your next Design ( Foundation Design ( Footing, combined footing, with its Excel sheet)

Thank you very much 💚.I was struggling with this topic.

Hi, I used to design boundary element dimension from first wall summary by etab to be 980mm ( the length) with maximum b=300 for wall 200mm, but when I generate general section for the interested wall, i found that the length for the boundary in the summary for the wall increased again!! to be 1160mm! Can you pls assist in this matter??

hello sir, is it ok to use pin support in every joints in two storey

What's the name of the reference book for Shear Wall design?

Apner shokol excel sheet nita chai

How much is the price of excel sheets?

Sir, Assalamu Alaikum, I think when we calculate the wind load "Wy" then "Bx" and "By" values should be changed. But you both (Wx and Wy) direction wind pressure calculated by use same "Bx" and "By" values.

Sir layer A er reinforcement gula i ki "X" direction borabor hobe na? Correct me if Iam wrong .Waiting for your response .Thanks

Professor, I see the final punching shear result for column is 0.2 but pile is 0.7, the column is holding big load then the punching shear should be bigger than each piles? I see the report of column punching shear the load that SAFE bring to computation for punching shear is not correct, pls help advice

Amazing brother Keep it UP🥰

Amin

Nice vai

if you have any wind and seismic load calculation sheet according BNBC-2020 then please let me know.

thanks you

tnq❤️

I think the punching shear for column is not 0.8 while the pile is 0.7, column load distribute to 5 piles then its punching shear shall be bigger than pile. pls check the report punching shear at column for load from above