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Пікірлер
@akngtdehingiagogoi1557 12 сағат бұрын
May i contact you personally through messages please its a request🙏🙏
@shahsaib7066 4 күн бұрын
Brother its 5KN force at mid how joint reactions are 4.14 it should be 2.5 each
@engineeringacademy9812 3 күн бұрын
It's because the self weight has been taken into consideration.
@shahsaib7066 3 күн бұрын
@@engineeringacademy9812 how to avoid that?
@Genz-bloomer 5 күн бұрын
Hey man I’ve recently started watching your videos and I really like the way you explain everything in detail. I am going to be building my first project myself soon and your videos have been valuable thanks for the good work you are doing.
@engineeringacademy9812 3 күн бұрын
Thank you for the kind words.
@akowanuemmanuel4903 7 күн бұрын
Please, the CAD File isn't available for download here.
@engineeringacademy9812 6 күн бұрын
Pls check the description
@akowanuemmanuel4903 7 күн бұрын
Please, the CAD File isn't available for download here.
@Saifurrehmanm 11 күн бұрын
Very informative
@babulchandra8760 11 күн бұрын
Excellent Thanks from Engineer Babul Chandra Shil PEng Dhaka
@engineeringacademy9812 10 күн бұрын
Thank you✌️
@savitaJk-c3g 13 күн бұрын
Sir can uh share ur contact number
@JeanetteNelson-l6v 15 күн бұрын
Lockman Trail
@DrJQureshi 17 күн бұрын
Really well explained.
@AbdisaSisay-i9l 18 күн бұрын
can you learn from hibbeler book sir
@AbdisaSisay-i9l 18 күн бұрын
can you learn us from hibbeler book sir
@engineeringacademy9812 17 күн бұрын
Yes. I take as the reference.
@AbdisaSisay-i9l 18 күн бұрын
dear sir fromwhich text book you are learn
@PriestleyMalcolm 18 күн бұрын
4927 Nicolette Spur
@judithmononoki5199 19 күн бұрын
Please like my comment so I can come back to relearn this ❤😊
@IssahMusah-z1c 22 күн бұрын
please why 50cos30 and not 50cos50
@brendawanjiru7286 Ай бұрын
Very easy to understand, thanks for this
@rockstarak1706 Ай бұрын
Where are you from ? Do you use staad pro
@OwenRoxanne-h8o Ай бұрын
Thea Spur
@OwenOliver-r8f Ай бұрын
Audra View
@bhupendrakumarpatel7490 Ай бұрын
back ground music is disturbing, remove it
@katherinefreeman2521 Ай бұрын
White Maria Young Lisa Walker Thomas
@MaryKerns-y9l Ай бұрын
Tobin Shores
@masksoff7488 Ай бұрын
Excellent
@VadimPV Ай бұрын
Very little reinforcement on the staircase with two landings. And the thickness of the staircase slab is not sufficient.
@JeffersonChapman-p3e Ай бұрын
087 Senger Groves
@d.s.p.3850 Ай бұрын
Hi, great explanation and Great learning but im unable to see my loads like the blue arrow for the concentrated load and udl etc. What should i do? Please reply !
@TerriGuiterrez-i7p Ай бұрын
O'Keefe Glens
@archvalley1 2 ай бұрын
I just watched this video and I recognize you by your voice. I ve completed your courses on udemy. you are doing an amazing job.
@engineeringacademy9812 2 ай бұрын
Thank you for your appreciation 😊
@RaviKumar-ri5kx 2 ай бұрын
Great explanation in simple way, Thank you brother
@engineeringacademy9812 2 ай бұрын
Cheers 🙏👍
@vipinthakur9391 2 ай бұрын
Staadpro not showing Is 456 code is
@engineeringacademy9812 2 ай бұрын
Ensure that you have selected concrete tab on the left side.
@Unknown_98066 2 ай бұрын
Please Make Full Project Tutorial Based On NBC105
@aaryaveerjadhav70 2 ай бұрын
thanks sir really i need this
@Spreadpeaceall 2 ай бұрын
What are all method using in bill of quantities, please explain
@damirpaizullayev3468 3 ай бұрын
Thank you so much!!
@kolajoadeyinka5540 3 ай бұрын
How did you write the M2(meter square) or M3(meter cube)?
@BuildingCivilVideo 3 ай бұрын
🙏👷👍
@chakekarabo1421 3 ай бұрын
Sir how to estimate the rate?
@engineeringacademy9812 3 ай бұрын
you have to do the rate analysis for that.
@neetiupadhyay2236 3 ай бұрын
Detailed and cleared the confusion Thank you
@ska9024 3 ай бұрын
U define the self weight of member in seismic load defination. And again in dead load combination, isn't that making self weight consideration twice.
@engineeringacademy9812 3 ай бұрын
Seismic wight is just for the base shear calculation purpose. While in the dead load, it actually applies on the structure.
@Ranaboyz 3 ай бұрын
What a beautiful and detailed explanation.
@engineeringacademy9812 3 ай бұрын
Thank you🙏👍
@ekeneemmanuel2136 3 ай бұрын
Where is episode 8😢
@engineeringacademy9812 3 ай бұрын
Pls check the description.
@rajeshkumarchaudhary5063 4 ай бұрын
It was very helpful. Thank you so much sir for this awesome lesson😊
@engineeringacademy9812 3 ай бұрын
thank you Rajesh for your support.
@viswanathans5433 4 ай бұрын
Thank you so much ❤️ it's very helpful, Understood very easily 👍
@engineeringacademy9812 4 ай бұрын
Thanks for your feedback🙏
@pappugaine 4 ай бұрын
How i download the software of yours
@gnidnoeled786 4 ай бұрын
These property reduction factors of 0.70 and 0.35 for columns and beams respectively, are effective moment of inertia? Thanks in advance for the reply.
@theotema2053 4 ай бұрын
You just saved my attachment! Thank you Sir ❤❤
@ska9024 4 ай бұрын
Without defining the slab how can it's self weight be taken into account??
@engineeringacademy9812 4 ай бұрын
You have to apply the load manually.
@rahmanrahmani2896 4 ай бұрын
Your STAAD Tutorials are well presented! I think they are excellent. I am sure your tutorials are aimed at a global audience. Hence can you do one steel structure with portal frames with a pad or raft foundation using EC2 (concrete) & EC3 (steel). EC stands for Euro codes. Keep up the good work and GOD bless you!
@Lisp_structural_designers 4 ай бұрын
@Lisp_structural_designers
@rajeshkumarchaudhary5063 4 ай бұрын
Wow Sir after a decade ❤
@gokulsaud5801 4 ай бұрын
Haha..almost😂