Moment Distribution Method - Frames with Sidesway

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The Efficient Civil Engineer (by Dr. S. El-Gamal)

The Efficient Civil Engineer (by Dr. S. El-Gamal)

Күн бұрын

Пікірлер: 25
@nusurarasuli7262
@nusurarasuli7262 Жыл бұрын
I sincerely appreciate you for most effective explanation, it has become 100% helpful to me
@dnyikango1
@dnyikango1 2 жыл бұрын
I really appreciate what you are doing.
@amgadelgamal4445
@amgadelgamal4445 2 жыл бұрын
Great video! Happy to see that you're back!
@MrElgamal77
@MrElgamal77 2 жыл бұрын
Hey, thanks!
@abdirahmanbishar9588
@abdirahmanbishar9588 2 жыл бұрын
Thanks DR El-Gamal for the helpful videos your shared with us, may Allah SW reward you on this effort
@MrElgamal77
@MrElgamal77 2 жыл бұрын
Many thanks. Best regards.
@ahmedsherif6160
@ahmedsherif6160 2 жыл бұрын
another great video. Thanks a lot!
@MrElgamal77
@MrElgamal77 2 жыл бұрын
My pleasure!
@paulmwangi5061
@paulmwangi5061 2 жыл бұрын
Thank u sir,for this wonderful knowledge to us.
@MrElgamal77
@MrElgamal77 2 жыл бұрын
😊
@GenknownTutorial
@GenknownTutorial 2 жыл бұрын
Thank you Sir.
@abdullahiibrahim4879
@abdullahiibrahim4879 2 жыл бұрын
Thanks too much for spreading the knowlage. If you make a vedio of substitute frame analysis using excell it will be very great full.
@arifsani6433
@arifsani6433 4 ай бұрын
thank you sir
@kawekwadouglas9362
@kawekwadouglas9362 2 жыл бұрын
thank you for the lessons... i hope that you shall have steel lessons too to Eurocode. blessings
@MrElgamal77
@MrElgamal77 2 жыл бұрын
Thans for your interest.
@kamalsrour2138
@kamalsrour2138 Жыл бұрын
‏‪thank u❤
@dnyikango1
@dnyikango1 2 жыл бұрын
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
@suhailrather985 2 жыл бұрын
Sir plz make the video series on kani's method .
@Szhihihihihihi
@Szhihihihihihi Жыл бұрын
Thanks
@hansonhenry5568
@hansonhenry5568 2 жыл бұрын
Sir what value will you choose for bending moment coefficient for continuous slab if Ly/ Lx is 1.87
@MrElgamal77
@MrElgamal77 2 жыл бұрын
It depends on the continuity of the four edges of the slab. Table 3.24 in the BS8110.
@hansonhenry5568
@hansonhenry5568 2 жыл бұрын
Thank you
@youtubechannel3749
@youtubechannel3749 Жыл бұрын
Sway and non sway restrained force are in opposite direction then the value of the final moment may differ with your answer
@samelymulieh514
@samelymulieh514 7 ай бұрын
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
@MrElgamal77 7 ай бұрын
You can assume it as you want. 500 or 600 or any other value. At the end, you will have same final moments
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