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Jumat, 19 Juni 2026
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    Analysis of a 2D frame subject to distributed loads, point loads and moments

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    Excel FEM Static Analysis

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    Check Capacity of WF Beam at Opening Based on AISC 360-05

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    Weld Capacity of Eccentric Connection Based on AISC 360-05

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    Web Tapered Girder Design Based on AISC-ASD 9th, Appendix F

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    Web Tapered Frame Design Based on AISC-ASD 9th, Appendix F

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    Light Gage Truss Design Based on AISI 2001 & ER-4943P

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    Simply Supported Member of Triple W-Shapes Design Based on AISC 13th (AISC 360-05)

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    Steel Stair Design Based on AISC 360-05

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    Tube / Pipe Column Design Based on AISC Manual 13th Edition (AISC 360-05)

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