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  1. ETABS Load Combinations Interactive Data Base Tool

    https://youtu.be/9rEDFLNd8vQ


    http://www.structural-experts.com/imghost/img_store/81ef75bb0e9dc06980547f06045e1ff8.JPG

    Download Link:
    ...
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    2,618

    Shear Walls & Helical Stair

    Dear/Eng.Hussien
    ETABS has a problem in calculate moment&slender for the weak dimension of Shear Wall, i think it would be great if RCM include the full design of shear wall at both directions, it...
  3. HOW TO EXPORT LATERAL LOADS FROM ETABS TO SAFE TO...

    HOW TO EXPORT LATERAL LOADS FROM ETABS TO SAFE TO CHECK THE SLAB AGAINST LATERAL LOADS.

    Step 1: Export to Save story as Safe V12.f2k text file
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    2,559

    Torsion in Tall Building : Etabs results

    Hello

    I would like to share an issue that I can not understand In Etabs
    Enclosed a simple model for concrete building where center of mass concise with center of rigidity and a static lateral...
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    1,115

    Use the same procedure as given in ACI for...

    Use the same procedure as given in ACI for columns.
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    1,599

    Dear Usama, Usually we do a linear static...

    Dear Usama,

    Usually we do a linear static analysis with some rules of thumb/assumtions to account for both material and geometric non-linearity.
    Those rules of thumb are well defined in the codes...
  7. Dear mhdhamood, Yes, you are right.

    Dear mhdhamood,
    Yes, you are right.
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    2,836

    How to model Slab Edge Release in ETABS

    سأقدم هنا إحدى الطرق التي تتيح عملية تحرير العزوم في مناطق اتصال بلاطة سقف الخزان مع جدرانه الشاقولية
    وهي تقنية استخدام عناصر الربط
    Link Elements
    (ولتحقيق هذا الغرض سنستخدم برنامج الإيتابس (بالطبع...
  9. How to account for Local P-Delta effect in ETABS

    To account for the effect of P-Delta "Second Order Moment Effect" in the design of concrete columns, the user shall check/revise the following design parameters:
    ...
  10. To determine whether the Walls are cracked or...

    To determine whether the Walls are cracked or not, we need to do the followings:



    In the first analysis step, assume that walls have no flexural cracks under combined effect of gravity and...
  11. Joint and Area Diaphragm Assignment in ETABS

    Joint diaphragm: connects all points on plane whether they are connected to shell elements or not.
    As example: If you have double height columns without any shell connect to (i.e.: only top points...
  12. How to Export Slab Induced Lateral Forces from ETABS to SAFE

    How to Export Slab Induced Lateral Forces from ETABS to SAFE


    In ETABS version 9.x.x, the only and correct way to export the lateral loads (seismic / wind) affecting the slab design from ETABS to...
  13. P-Delta Analysis Parameters in ETABS 9.x.x

    P-Delta Analysis Parameters in ETABS 9.x.x


    There are two ways to specify the initial p-delta analysis in ETABS as follows:





    Non-iterative Based on Mass:
  14. How to Model Cracked Behaviour of Shear Walls in ETABS

    How to Model Cracked Behaviour of Shear Walls in ETABS

    Flexural and axial behaviors for shell wall elements can be modified in ETABS by using either f11 or f22 property modifiers, depending on the...
  15. How to Perform Cracked Section Analysis in SAFE

    There are two types of cracked section analysis i.e., Immediate Cracked Deflection and Long-Term Cracked deflection accounting the creep and shrinkage effects.
    In SAFE v12, cracked section analysis...
  16. Dynamic Response Spectrum Modal Analysis - Shear Plane Frame

    Dynamic Response Spectrum Modal Analysis - Shear Plane Frame

    Comparison between MATLAB algorithm developed based on theory of structural dynamics and ETABS modal analysis process

    ...
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    1,171

    CSI Watch and Learn - ETABS Tutorials

    http://www.youtube.com/watch?v=ckqR61QV_NQ



    http://www.youtube.com/watch?v=Ipn5K_M3Ywg



    http://www.youtube.com/watch?v=LOtuwW9-G68
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    3,656

    Tuned Mass Damper Boot Camp Part 1

    Tuned Mass Damper Boot Camp Part 1


    http://www.youtube.com/watch?feature=player_embedded&v=w_m-SZ689Pk
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