2-Design philosophies: Load and Resistance Factor Design (LRFD) and Allowable Strength Design (ASD)

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  • เผยแพร่เมื่อ 23 ม.ค. 2025

ความคิดเห็น • 34

  • @mehdi.sajadi
    @mehdi.sajadi 2 ปีที่แล้ว +1

    Thank you very much , My Turkish Professor can't explain these things well. You have no idea how useful these videos are for me. I really appreciate it

  • @carlospatriciozabalajarami5376
    @carlospatriciozabalajarami5376 2 ปีที่แล้ว +1

    I am a mechanical engineer (ESPE) who graduated from Ecuador. I currently work in the United States. This information is very useful for reviewing and applying the concepts for the design of steel structures. Many thanks.

  • @hamzahsabah2150
    @hamzahsabah2150 3 ปีที่แล้ว +9

    I have done Master degree, and I am doing a self-study about Steel Structures Design and Analysis. This course is very useful and goes deep in some details.
    Thank you Dr. Mohammad
    I hope we will see same this course about Reinforced Concrete Design.

  • @binar91
    @binar91 2 ปีที่แล้ว +3

    بارک اللە فیک و جعلە في میزان حسناتک

  • @meruhako
    @meruhako 2 ปีที่แล้ว +2

    I am studying your lessons sir. Thank you very much. I work at a design firm, and I lack knowledge with these fundamentals. I am learning a lot of things here despite working for 4 years already. I decided to learn these things seriously and build a firm of my own. Thank you for the inspiration!

  • @AbubakrESMusa
    @AbubakrESMusa 5 หลายเดือนก่อน

    ما شاء الله. درس مهم جدا و شرح فوق الممتاز
    جزاك الله خير يا دكتور.

  • @CuongNguyen-jj2he
    @CuongNguyen-jj2he ปีที่แล้ว

    thank you so much for your sharing and teaching, Dr. Mohamed

  • @mehdisajjadi1679
    @mehdisajjadi1679 3 ปีที่แล้ว +1

    it was very useful for me , thank you DR.Mohamed

  • @SantoshBharathyV
    @SantoshBharathyV 2 หลายเดือนก่อน

    Amazing Lecture sir, Thanks

  • @MrAntichizion
    @MrAntichizion 3 ปีที่แล้ว +1

    Thanks Sir. Much appreciate your efforts, excelle presentation for the course

  • @HiepNguyen-od8ct
    @HiepNguyen-od8ct 3 ปีที่แล้ว +1

    i'm really thankful to you for your valuable lesson

  • @Mycooking1234
    @Mycooking1234 5 หลายเดือนก่อน

    Thank you very much this session is very helpful

  • @Wild_life_449
    @Wild_life_449 3 ปีที่แล้ว +1

    Great video! Thanks a lot!

  • @nooramin6346
    @nooramin6346 3 ปีที่แล้ว +1

    very worthful

  • @mohammedabdelaziz-z4f
    @mohammedabdelaziz-z4f 9 หลายเดือนก่อน

    شكرا جزيلا علي المجهود الرائع
    واذا سمحت كيف احصل علي الملفات ال pdf للمحاضرات؟

  • @mohamedkhalil9215
    @mohamedkhalil9215 4 ปีที่แล้ว +3

    Thank you so much Dr. Mohamed. we appreciate your efforts. Can you Provide us with the slides, please?

  • @hichamelk3402
    @hichamelk3402 4 ปีที่แล้ว +1

    Thank you very much Sir.

  • @muhammad3456d
    @muhammad3456d 4 ปีที่แล้ว +1

    Good work

  • @achitect-construction-desi8874
    @achitect-construction-desi8874 2 ปีที่แล้ว

    Hello guys, can someone explain me, in LRFD or in LSD, we calculate a plastic moments for members , when i calculating portal frame , should I use superposition method and design all elements of frame by they own, or calculate All frame using virtual work/ Equilibrium method, and find Plastic moment from there?

  • @borna6403
    @borna6403 3 ปีที่แล้ว +1

    Thank you!

  • @m.m.sunilkumar5946
    @m.m.sunilkumar5946 3 ปีที่แล้ว +1

    Thanks for a brilliant presentation which clarified several points for a non civil background person like me. I have a query. Seismic loads are strength based. It is to be multiplied by 0.7 for use in ASD calculations. If I need to calculate deflection due to seismic loads what load do I take, the higher LRFD one or lower ASD one.

  • @nassreddienhussien7302
    @nassreddienhussien7302 ปีที่แล้ว

    In ASD,
    we divided the nominal strength by safety factor, and then you said no resistant factor,
    could you explain please

  • @husseinrahimi5357
    @husseinrahimi5357 ปีที่แล้ว

    Dear Dr. Noureldin
    Thank you for your nice video.
    Would you explain me the philosophy of increasing the loads and decreasing the resistance in LRFD design method . If we are at the elastic zone in HOOK curve or pass to plastic zone in LRFD method ? . What is the main concept by increasing the loads if we do not pass to plastic zone, or it is virtual and we remain in elastic zone. I can’t catch the beauty of LRFD if don’t understand the logic of assumes in LRFD . Please clarify it me if possible. My in advance gratitude.
    H Rahimi

  • @hunydakhaled8913
    @hunydakhaled8913 4 ปีที่แล้ว +1

    Thank you

  • @MahmoudAhmed-qk5iu
    @MahmoudAhmed-qk5iu 2 ปีที่แล้ว

    many thanks

  • @ahmedgaber8920
    @ahmedgaber8920 4 ปีที่แล้ว

    thanks Dr.
    how can we get the material ?

  • @RahulSingh-pq4jl
    @RahulSingh-pq4jl 2 ปีที่แล้ว

    Sir can you send this pdf.....?

  • @abdulbaseer6953
    @abdulbaseer6953 2 ปีที่แล้ว

    Sir can i get your videos

  • @umarbashir8665
    @umarbashir8665 ปีที่แล้ว +1

  • @onlythebrave7635
    @onlythebrave7635 3 หลายเดือนก่อน

    33:37
    39:00

  • @ezinis
    @ezinis 2 ปีที่แล้ว +1

    ASD = Allowable Stress Design

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  • @sandeepbhoye9785
    @sandeepbhoye9785 2 ปีที่แล้ว

    Thank you