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LH Logismiki Steel Connections v1.12.0.32

Engineering Applications

 
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  • Saadedin
    Thread Author
    Administrator
    • Sep 2018 
    • 35685 
    • 18,345 
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    The software is used for the design of connections between steel structural members according to the clauses of Eurocode 3 / prEN 1993-1-8: 2003 / Part 1.8: Design of steel structures; Design of joints (Greek version 5 May 2003).



    The module interacts with the software Fespa:
    for obtaining all needed information for the calculation of a joint (geometry of members, actions effects), and
    for creating the report and structural drawings for every joint.

    The user may work with the module "Design of joints” independently (without Fespa), by using the geometrical and load characteristics that he desires.

    The program calculates the connections between members of cross-section type H or I and covers:


    Moment connections
    Bolted beam-to-column connections with end-plate,
    Bolted beam-to-beam connections with end-plate,
    Column base connection to concrete fundament with anchors.

    Shear connections
    Bolted beam-to-column connections with steel angles,
    Bolted beam-to-column connections with steel angles, with the beam connected to the web of the column,
    Bolted beam-to-beam connections with steel angles.

    Tension connections
    Bolted or welded connections of diagonal members.

    42.7MB

    http://s15.alxa.net/001/005/LH.Logis...v1.12.0.32.rar

  • nm2005
    Free Membership
    • Nov 2018 

    #2
    جهود جبارة
    بارك الله بكم
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    • AHMED22188
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      • Nov 2018 

      #3
      جزاكَ الله خيراً أخي الكريم
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      • eagletakeoffs
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        • Nov 2018 
        • 26 

        #4
        thanks
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        • Akmal
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          • Dec 2018 

          #5
          شكرا و جارى التجربة بعد التحميل
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          • aboabdullah
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            • Nov 2018 
            • 74 

            #6
            شكرا جزيلاً
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            • عبدالله
              Free Membership
              • Feb 2019 

              #7
              شكرا جزيلاً
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