Structural Engineering Made Simple - Lesson 22: Composite Beam Design Using Section Plastic Stresses 

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

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

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

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

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.

Great sir g

Excellent video, keep it up.

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 ?

Perfect!