Sir I really enjoy your teaching, you take your time to explain and give real life examples for better understanding. Can you Kindly do a full course on Structural design\ Reinforce concreate design. BS code
@jibriljemal5982Ай бұрын
great tutorial
@vi683aАй бұрын
Would you consider an offset column on the footing placed in the corners, including a 5" monolithic slab integrated, as a solution that is sound to maximize space ( Strap footing also is offset to the outside inline, with the next Column/footing)?
@agusirianto546Ай бұрын
Thank you, Sir, four your comprehensive explanation.
@aswiny6494Ай бұрын
Hello sir I applied load to the beam but the arrow is not showing what shall I do
@_Trader55Ай бұрын
We are my teacher.❤
@tyrionlannister36732 ай бұрын
How do I find this full structural analysis course for free? This is really great on youtube. Plz help me. I am a fresher.
@ShyamavarnaKrishna2 ай бұрын
Sir u r done a great job with full explanation, like a live class. I like the way you're teaching. Thank you, sir for this great job
@robertsonnkudede5712 ай бұрын
❤
@jovankerr77712 ай бұрын
I love your course after following the steps however i received an error message indicating that the density was not specified , i tried to correct same but the density was a default parameters , what would be the best option to rectify such an issue , I look forward to learning from you. thanks in advance
@sharonscraftsworld86142 ай бұрын
Thank you so much.
@michaelguilas40573 ай бұрын
Your foundation and footings looks like it will not withstand the weight of your super structure and only weak skinny person can stay just like the one you draw. No contract deal for you.
@Day-jo4dt3 ай бұрын
What SAP version you used, brother?
@TizzyMaxwell3 ай бұрын
Hello, what software are you using for your videos?
@TizzyMaxwell3 ай бұрын
you made it so simple ey s/o
@birajbakshi9973 ай бұрын
This is the best analysis video.
@Kd0793 ай бұрын
What should be the Lateral ties diameter in mm in the 16mm 12*14 size column?
@Kd0793 ай бұрын
Sir, G+2 (3 storeys) building 12*14 inch column of 16mm main rod and 8 mm lateral ties of column ... Is it good or not? Please reply
@gokulsaud58013 ай бұрын
might need 4-20 mm at the corner and 4-16 mm at the mid. but depends on the location and earthquake sensitivity.
@Kd0793 ай бұрын
@gokulsaud5801 and for lateral ties(ring) what mm rod should use ?
@gokulsaud58013 ай бұрын
@@Kd079 8-10 mm is fine @ 100 mm c/c
@olatilewakehinde3 ай бұрын
Please sir, can we use Notpad for DTM, sir?
@akngtdehingiagogoi15573 ай бұрын
May i contact you personally through messages please its a request🙏🙏
Brother its 5KN force at mid how joint reactions are 4.14 it should be 2.5 each
@engineeringacademy98123 ай бұрын
It's because the self weight has been taken into consideration.
@shahsaib70663 ай бұрын
@@engineeringacademy9812 how to avoid that?
@engineeringacademy98123 ай бұрын
@@shahsaib7066 in the load definition, you can set the self weight to 0 and not 1
@Genz-bloomer3 ай 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.
@engineeringacademy98123 ай бұрын
Thank you for the kind words.
@akowanuemmanuel49033 ай бұрын
Please, the CAD File isn't available for download here.
@engineeringacademy98123 ай бұрын
Pls check the description
@akowanuemmanuel49033 ай бұрын
Please, the CAD File isn't available for download here.
@engineeringacademy98123 ай бұрын
Check the description.
@Engineer45413 ай бұрын
Very informative
@babulchandra87603 ай бұрын
Excellent Thanks from Engineer Babul Chandra Shil PEng Dhaka
@engineeringacademy98123 ай бұрын
Thank you✌️
@savitaJk-c3g3 ай бұрын
Sir can uh share ur contact number
@JeanetteNelson-l6v3 ай бұрын
Lockman Trail
@DrJQureshi3 ай бұрын
Really well explained.
@AbdisaSisay-i9l3 ай бұрын
can you learn from hibbeler book sir
@AbdisaSisay-i9l3 ай бұрын
can you learn us from hibbeler book sir
@engineeringacademy98123 ай бұрын
Yes. I take as the reference.
@AbdisaSisay-i9l3 ай бұрын
dear sir fromwhich text book you are learn
@judithmononoki51993 ай бұрын
Please like my comment so I can come back to relearn this ❤😊
@IssahMusah-z1c4 ай бұрын
please why 50cos30 and not 50cos50
@brendawanjiru72864 ай бұрын
Very easy to understand, thanks for this
@rockstarak17064 ай бұрын
Where are you from ? Do you use staad pro
@bhupendrakumarpatel74904 ай бұрын
back ground music is disturbing, remove it
@MaryKerns-y9l4 ай бұрын
Tobin Shores
@masksoff74884 ай бұрын
Excellent
@VadimPV4 ай бұрын
Very little reinforcement on the staircase with two landings. And the thickness of the staircase slab is not sufficient.
@d.s.p.38505 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-i7p5 ай бұрын
O'Keefe Glens
@archvalley15 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.
@engineeringacademy98125 ай бұрын
Thank you for your appreciation 😊
@RaviKumar-ri5kx5 ай бұрын
Great explanation in simple way, Thank you brother
@engineeringacademy98125 ай бұрын
Cheers 🙏👍
@vipinthakur93915 ай бұрын
Staadpro not showing Is 456 code is
@engineeringacademy98125 ай бұрын
Ensure that you have selected concrete tab on the left side.
@Unknown_980665 ай бұрын
Please Make Full Project Tutorial Based On NBC105
@aaryaveerjadhav705 ай бұрын
thanks sir really i need this
@Spreadpeaceall6 ай бұрын
What are all method using in bill of quantities, please explain
@damirpaizullayev34686 ай бұрын
Thank you so much!!
@kolajoadeyinka55406 ай бұрын
How did you write the M2(meter square) or M3(meter cube)?