Moment Distribution Method - Frames with Sidesway

[@nusurarasuli7262]

I sincerely appreciate you for most effective explanation, it has become 100% helpful to me

[@amgadelgamal4445]

Great video! Happy to see that you're back!

[@MrElgamal77]

Hey, thanks!

[@abdirahmanbishar9588]

Thanks DR El-Gamal for the helpful videos your shared with us, may Allah SW reward you on this effort

[@MrElgamal77]

Many thanks. Best regards.

[@dnyikango1]

I really appreciate what you are doing.

[@arifsani6433]

thank you sir

[@abdullahiibrahim4879]

Thanks too much for spreading the knowlage. If you make a vedio of substitute frame analysis using excell it will be very great full.

[@paulmwangi5061]

Thank u sir,for this wonderful knowledge to us.

[@MrElgamal77]

😊

[@ahmedsherif6160]

another great video. Thanks a lot!

[@MrElgamal77]

My pleasure!

[@youtubechannel3749]

Sway and non sway restrained force are in opposite direction then the value of the final moment may differ with your answer

[@GenknownTutorial]

Thank you Sir.

[@kawekwadouglas9362]

thank you for the lessons... i hope that you shall have steel lessons too to Eurocode. blessings

[@MrElgamal77]

Thans for your interest.

[@kamalsrour2138]

‏‪thank u❤

[@Szhihihihihihi]

Thanks

[@samelymulieh514]

I dont understand how do they assume the value of -100 in sway, do we need to calculate or not from anywhere.
Can we assume it also 500, 600...or only it should be less than or equal to 100

[@MrElgamal77]

You can assume it as you want. 500 or 600 or any other value. At the end, you will have same final moments

[@dnyikango1]

Dear Dr. Sherif, I would appreciate if you could kindly present upload videos on the design of RCC staircases and flat slabs to BS 8110

[@suhailrather985]

Sir plz make the video series on kani's method .

[@hansonhenry5568]

Sir what value will you choose for bending moment coefficient for continuous slab if Ly/ Lx is 1.87

[@MrElgamal77]

It depends on the continuity of the four edges of the slab. Table 3.24 in the BS8110.

[@hansonhenry5568]

Thank you