:جديد المواضيع
صفحة 6 من 20 الأولىالأولى ... 234567891016 ... الأخيرةالأخيرة
النتائج 51 إلى 60 من 200

نموذج لطريق بطول100كم وكيفية حساب الكميات بالاكسل

  1. #51
    زائر

    User Info Menu


    122.bmp


    The concrete beam design flow charts address the following subjects:
    For a rectangular beam with given dimensions: Analyzing the beam
    section to determine its moment strength and thus defining the beam
    section to be at one of the following cases:

    Case 1: Rectangular beam with tension reinforcement only. This
    case exists if the moment strength is larger that the ultimate
    (factored) moment.

    Case 2: Rectangular Beam with tension and compression
    reinforcement. This case may exist if the moment strength is l ess
    than the ultimate (factored) moment.

    For T-section concrete beam: Analyzing the beam T -section to determine
    its moment strength and thus defining the beam section to be one of the
    following cases:

    Case 1: The depth of the compression block is within the flanged
    portion of the beam, i.e, the neutral axis N.A. depth is less than the
    slab thinness, measured from the top of the slab. This case exists if
    moment strength is larger than ultimate moment.

    Case 2: The depth of the compression block is deeper t han the
    flange thickness, i.e. the neutral axis is located below the bottom of
    the slab. This case exists if the moment strength of T -section beam
    is less that the ultimate (factored) moment.

    Beam Section Shear Strength: two separate charts outline in det ails Shear
    check. One is a basic shear check, and two is detailed shear check, in
    order to handle repetitive beam shear reinforcement selection. See shear
    check introduction page for further details.
    In any of the cases mentioned above, detailed procedure s and equations




    0 Not allowed!

  2. #52
    زائر

    User Info Menu

    [ATTACH]
    [ATTACH]
    [/ATTACH]
    [/ATTACH]
    The concrete beam design flow charts address the following subjects:


    For a rectangular beam with given dimensions: Analyzing the beam
    section to determine its moment strength and thus defining the beam
    section to be at one of the following cases:


    Case 1: Rectangular beam with tension reinforcement only. This
    case exists if the moment strength is larger that the ultimate
    (factored) moment.


    Case 2: Rectangular Beam with tension and compression
    reinforcement. This case may exist if the moment strength is l ess
    than the ultimate (factored) moment.


    For T-section concrete beam: Analyzing the beam T -section to determine
    its moment strength and thus defining the beam section to be one of the
    following cases:


    Case 1: The depth of the compression block is within the flanged
    portion of the beam, i.e, the neutral axis N.A. depth is less than the
    slab thinness, measured from the top of the slab. This case exists if
    moment strength is larger than ultimate moment.


    Case 2: The depth of the compression block is deeper t han the
    flange thickness, i.e. the neutral axis is located below the bottom of
    the slab. This case exists if the moment strength of T -section beam
    is less that the ultimate (factored) moment.


    Beam Section Shear Strength: two separate charts outline in det ails Shear
    check. One is a basic shear check, and two is detailed shear check, in
    order to handle repetitive beam shear reinforcement selection. See shear
    check introduction page for further details.
    In any of the cases mentioned above, detailed procedure s and equations



    الصور المرفقة الصور المرفقة

    0 Not allowed!

  3. #53
    زائر

    User Info Menu

    The concrete beam design flow charts address the following subjects:
    For a rectangular beam with given dimensions: Analyzing the beam
    section to determine its moment strength and thus defining the beam
    section to be at one of the following cases:

    Case 1: Rectangular beam with tension reinforcement only. This
    case exists if the moment strength is larger that the ultimate
    (factored) moment.

    Case 2: Rectangular Beam with tension and compression
    reinforcement. This case may exist if the moment strength is l ess
    than the ultimate (factored) moment.

    For T-section concrete beam: Analyzing the beam T -section to determine
    its moment strength and thus defining the beam section to be one of the
    following cases:

    Case 1: The depth of the compression block is within the flanged
    portion of the beam, i.e, the neutral axis N.A. depth is less than the
    slab thinness, measured from the top of the slab. This case exists if
    moment strength is larger than ultimate moment.

    Case 2: The depth of the compression block is deeper t han the
    flange thickness, i.e. the neutral axis is located below the bottom of
    the slab. This case exists if the moment strength of T -section beam
    is less that the ultimate (factored) moment.

    Beam Section Shear Strength: two separate charts outline in det ails Shear
    check. One is a basic shear check, and two is detailed shear check, in
    order to handle repetitive beam shear reinforcement selection. See shear
    check introduction page for further details.
    In any of the cases mentioned above, detailed procedure s and equations




    0 Not allowed!

  4. #54
    زائر

    User Info Menu

    ما يلفظ من قول إلا لديه رقيب عتيد


    0 Not allowed!

  5. #55
    زائر

    User Info Menu

    *=== (( ما يلفظ من قول إلا لديه رقيب عتيد ))


    0 Not allowed!

  6. #56
    زائر

    User Info Menu

    *=== (( ما يلفظ من قول إلا لديه رقيب عتيد )) ===*



    0 Not allowed!

  7. #57
    عضو

    User Info Menu

    " سبحان الله والحمد لله ولا اله الا الله والله اكبر"
    " اللهم لا اله الا انت سبحانك اني كنت من الظالمين "
    " اللهم صلي وسلم وبارك على اشرف الخلق سيدنا محمد "

    شكرا جدا على مجهودك وجزاك الله الخير كله



    0 Not allowed!

  8. #58
    عضو فعال

    User Info Menu

    شكرا يااخى بارك اللة فيك


    0 Not allowed!

  9. #59
    عضو

    User Info Menu

    مشكوررررررررر اخى دفع الله لو تكرمت ارسال الرسم الاتوكاد الخاص بالطريق


    0 Not allowed!

  10. #60
    عضو فعال

    User Info Menu

    شكرا جزيلا


    0 Not allowed!

صفحة 6 من 20 الأولىالأولى ... 234567891016 ... الأخيرةالأخيرة

الكلمات الدلالية لهذا الموضوع

ضوابط المشاركة

  • لا تستطيع إضافة مواضيع جديدة
  • لا تستطيع الرد على المواضيع
  • لا تستطيع إرفاق ملفات
  • لا تستطيع تعديل مشاركاتك
  •