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FLA OD 5. 01 <br />02017 Itasca Consulting Group, Inc. <br />Geometry <br />Edge <br />Node <br />Polygon <br />Factor of Safety <br />FOS Not Available <br />Contour orMu. Shear Strain Increment <br />Calculated by: Volumetric Averaging <br />2.5000E-01 <br />2.4000E-01 <br />2.2000E-01 <br />2.0000E-01 <br />1.6000E-01 <br />I 1.6000E-01 <br />9.4000E-01 <br />1.2000E-01 <br />1.0000E-01 <br />6.0000E-02 <br />6.0000E-02 <br />4.0000E-02 <br />2.0000E-02 <br />7.3866E-11 <br />Henderson 3D Post -Earthquake Dynamic Deformation Analysts <br />3 Dam Buftrfts with BU*M Figure <br />a�M Maximum Shear Strain Increment Contours 24 <br />5taoe 4. Crest EI.8900 ft <br />