18- Beam column- Part 1- Interaction formula

Contents:
00:28 Introduction
09:21 Interaction formula
26:52 Example

[@hsaghbari]

Very clear and slight to the point [appreciate your efforts Dr]

[@AKAlex66]

Thanks Dr. Mohamed!!

[@LuisHernandez-jx9bd]

Thanks dr. Mohamed

[@ernestogaddi8021]

You're an angel

[@user-fm7ru3kr5j]

Thank you very much

[@Szhihihihihihi]

Thanks !

[@TheAbdallahalmassri]

thank you

[@hsaghbari]

I meant straight to the point [thanks]

[@zaidahmed3925]

Dear Dr. Mohamed, hope you are doing well, I was wondering about software App. I don't see your lessons including one of them, doesn't have intension, if not could you please advise, which channel should I follow??

[@sheikhsadi8605]

Assalamualikum, learned a lot form you. In RCC when we derived the eqution for column Mn=Pn*e where e is eccentricity, that eccentricity covered bi-axial and uni-axil beanding for corresponding load combination, but in AISC it just reducing moment depending on small or large axil load, now how can I know axil load is small or lagre is there any limit ? also for cb=1.32, in that condition we dont have axil load 37.09 like the example we solveing. finished no. 18 lecture. one lecture a day i completed and followed your instruction.