How to pass Overstress Beam Overstress Column BCC ratio Failure in ETABS Episode 04

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[@compositebd]

Support us by Purchasing Excel Files Related to ETABS and also by Purchasing SAFE 2016 Foundation Design course. Thanks.

[@ann_de_nik]

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

[@jalalmiah280]

খুব ভাল Video ভাই,এর পর আর কোনো video থাকলে দিবেন।

[@compositebd]

You Can Check This Playlist. Thanks. kzbin.info/www/bejne/ap6vdYeordOErqM

[@khalidsultanmahmudtaimur70]

THANK YOU FOR SHEARING YOUR KNOWLAGE.WHICH HELP US A LOT .

[@compositebd]

Thanks for Your valuable comment & keep in touch. Take Care.

[@bithibarua2647]

Keep up good work. Very fine tutorial

[@engr.mdshafiqulislam1579]

Nice presentation.

[@compositebd]

Thanks for Your Valuable Comment.

[@md.aktarulislam7463]

Thnx u sir, sundor Video peyeci

[@compositebd]

welcome

[@jalalmiah280]

nice video

[@compositebd]

Thanks for your valuable comment.

[@shammetalukder3746]

Great tutorial

[@shakwatbinnur8582]

Excellent

[@compositebd]

Thanks for your Valuable Comment.

[@tahsinulislam6095]

তথ্যবহুল টিউটোরিয়াল ধন্যবাদ আপনাকে। বেশ কিছু টিউটোরিয়াল এ দেখলাম নীচের দিকের ফ্লোর গুলোতে কলামে column pmm ratio বেশী আসে উপরের গুলোতে কম।কিন্তু আমি প্র্যাকটিস করার সময় দেখলাম উপরের দিকে বেশী আর নীচের দিকে কম আসছে। এটা কি কারণে হচ্ছে এর সমাধান কি? জানালে কৃতজ্ঞ থাকবো।

[@compositebd]

Most probably this may happen due to Unbalanced moment distribution. But if the value is less than 1 then It’s okay. Most probably you have also noticed that, due to this unbalanced moment distribution, sometimes we get higher rebar percentage at upper floor column than the lower floor column. Thanks.

[@tahsinulislam6095]

@@compositebd যদি এই বিষয়ে একটি ভিডিও আপলোড করেন উপকৃত হবো।

[@compositebd]

@@tahsinulislam6095 I will try. Thanks.

[@muktinathsapkota9013]

greate

[@compositebd]

Thanks to you for your valuable comment.

[@md.bayzeedhossain2923]

B/C capacity te all member e N/A astece.. Kivabe solve korbo eta?

[@md.aktarulislam7463]

sir, column/beam capacity ratios er column e N/C esece ar Idetify shear failure e O/S esce, ei duita kivale solve korb .????

[@compositebd]

NC means Not Calculated. Keno amon dekhacchay ta ami onuman er upor boltay partesi na sorry. O/S dekhalay section increase koren.

[@md.aktarulislam7463]

@@compositebd thnx u sir ❤️❤️❤️

[@md.abdullatif4302]

I want to know how to check displacement

[@compositebd]

kzbin.info/www/bejne/mV7bl5uYYs55psU Please check the above link. Sorry for the late reply. Thanks.

[@aashishshrestha8923]

Sir can you please make videos in English language as well

[@compositebd]

I will try to make a whole series in english. Thanks.

[@safiulalam5787]

সিরিজ কি শেষ?

[@compositebd]

Na. R o upload dibo as soon as possible.

[@safiulalam5787]

@@compositebd ji plz.