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Great sir g

What a great video, I suscribe. Please keep going, your guidance is just great. By the way, can you please clarify me something? I don't understand why when considering the compressive force in the concrete we don't compute "a" as "c/b1", just like reinforced concrete design? being "b1" = 0.85 according to Whitney theory and "c" the portion of concrete under compressive stresses? Thank you for your time!

In example 2: If we compare the value 21.3 for the stud capacity with the limit Rg Rp Ast Fu which is equal to 19.89, which value shall we consider 21.3 or 19.89

new subscriber here. thanks ang keep up the good work

Great breakdown. Appreciate the thoroughness & clear explaination.

Perfect!

I don't know if the formulas are wrong in the slides, but those V'y values you get in your examples are not the results from the displayed input values.

Excellent video, keep it up.

Thank you sir, you help a lots. When I confusing the PNA lied on the steel web what can I do next, and I found your course, many thank.

Nice to see you back again

Thanks Sir ! Can you share how to design girder bridge next video. Thanks So Much !!!

Thank you sir, I'm from Vietnam and I'm very happy to watch your video. Hope you can share more. Thanks so much !!!

hi. 6.27-5.5=.77 not 1.27

This is the best video to explain the composite beam design ,Really thank you Jamshid for this

Hope to see more of your videos they are all super helpful!

Thanks for your theoretical approach designs..

سلام اگر به زبان فارسی ارائه بدهید فکر کنم فالور شما بیش تر بشه و افراد بیشتری استفاده کنند با تشکر فراوان

demasiado bueno!

Great design tutorial… Liked and subscribed. Thank you for making this video.

Thank you for explaining about composite beams in detail. I have a doubt, in the case of Cs < Cflange, how Y2 = hf + t/2 ? shouldn't it be hr + t/2 if profile ribs are provided ?

This is great, thank you!

I have a question, we considered Cf = min of (As*Fy & 0.85 f'c*t*b) this means that the full composite action will occur when the section is able to develop its full plastic strength (compact section). Given the web is noncompact, the section strength is already limited to the yielding moment not the plastic moment. So, why do we reduce the transformed elastic modulus.

Thank you. wonderful video

kindly share lecture in pdf if possible. amazing lecture.

I think your equation for A(l) min is using the wrong p value - you show pcp but code says to use ph on slide 32.

Thank you! Clearly spoken and well-illustrated. Great run through of AISC Composit beam analysis / design. Rare someone checks their own work.

Best video on this topic that I have found online. Thanks

Thank you sir. you made it very simple.

Thank you sir. your videos are really useful and direct to the point. please keep making more videos.

this is all good...however....I have seen not design ....of throughout bolts with a backing plate... I have a Simpson strong wall sitting on existing footing...my best option to transfer the loads to foundation is to drive the bolts through the 18"thk. concrete and provide a backing plate.... the Simpson wall is 4" wide with 1"diam. rod....so...the distance to one edge is 2"... I could pour / epoxy new concrete...but...that would not make any difference...there are not edge distance issues on the long side... any suggestion...or...can you address an example for such conditions

I clicked on this video for a refresher and as soon as I heard your voice, I knew I had heard it before! Lo and behold, my old college professor, Professor Mohammadi, created the video! Its like being in class all over again :) Thanks for the refresher and hope you are doing well!

Muchas gracias por compartir la lección Thank you very much for sharing

thank you sir. more power

I wish I get all the videos in sequence. Lot's of subject. Thank you

Can I have the file explained in the video

Thank you for the video. What about checking the adjacent slab to which the angle is bolted to?

Awesome video and explanation sir. Thanks.

Wonderful presentation! Thank you gor such a clear & detail explanation of a steel lintel design.

Very knowledgeable video. Thanks Mohammad

Brilliant, can you follow the same process for the design of rock anchor bolts? Also are the factors that are being applied the same if you are using metric units? Thank you.

thank you very much for the video!!

Hi, thanks for the lesson, on example problem 1, 12:20, the check is done at the bottom of the wall, but additional checks should be done at heights above the bottom of the wall where tension could be developed, correct?

Can you please explain which table in AISC are you referring to for finding the lever arm for different angles?

Hi Jamshid Thank you very much for your lecture, Can you please share it with me the slides please let me know your preferred method for sending out Thanks again

So thorough and clearly explained. Thank you!

is it according to AISC ?

Love your videos Jamshid! Please continue making if they aren't taking too much time out of your life. I choose your engineering vids over anyone else's if you've already got one made over the subject. Thanks for the information you spread. You're awesome!

Love it!!! Find out how your competition ranks better - Promo'SM !!!

Can you please share lecture slides

Powerful video