Title: Foundation Design per ASCE 7-16 §12.13  
Owner: nurgül Kaya (Unlicensed)
Creator: nurgül Kaya (Unlicensed) Sept 07, 2020
Last Changed by: oğuzcan hadim Aug 14, 2023
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Architecture & Structural Engineering (11)
    Page: Determination and Limitation of Story Drifts per ASCE 7-16 §12.12
    Page: Determination of Story Drifts per ASCE 7-16 with ideCAD
    Page: Diaphragms, Chords, and Collectors per ASCE 7-17 with ideCAD
    Page: Linear Dynamic Analysis Methods per ASCE 7-16 with ideCAD
    Page: Modal Response Spectrum Analysis and Parameters per ASCE 7-16 with ideCAD
    Page: Modal Response Spectrum Analysis per ASCE 7-16 §12.9.1
    Page: P-Delta Effects per ASCE 7-16 with ideCAD
    Page: Scaling Design Values of Combined Response per ASCE 7-16 with ideCAD
    Page: Scaling Design Values of Combined Response per ASCE 7-16 §12.9.1.4
    Page: Story Drifts Control Example Calculation
    Page: Story Drifts Control Reports per ASCE 7-16 with ideCAD
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Children (1)
    Page: Determining the Forces to be Transferred to Foundation per ASCE 7-16 with ideCAD
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Time Editor  
Aug 14, 2023 14:16 oğuzcan hadim View Changes
Aug 14, 2023 14:15 oğuzcan hadim View Changes
Aug 14, 2023 14:11 oğuzcan hadim View Changes
Sept 21, 2022 08:13 Zeynep Aladağ View Changes
May 18, 2021 05:08 İsmail Hakki BESLER  
Outgoing Links
Architecture & Structural Engineering (6)     Page: Application of Overstrength Factor per ASCE 7-16 §12.2.1
    Page: Redundancy Factor per ASCE 7-16 §12.3.4
    Page: Design Coefficients and Factors for Seismic Force-Resisting System per ASCE 7-16 §11.2
    Page: Conditions Regarding Ductility Levels of Structural Systems per ASCE 7-16 §11.2
    Page: Determining the Forces to be Transferred to Foundation per ASCE 7-16 with ideCAD
    Page: Application of Deflection Amplification Factor per ASCE 7-16 §11.2.1