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MSEW -- Mechanically Stabilized Earth Walls Riverview <br />D_m_-1"rW: FMal Is urn i 2?019 LL 5p""' <br />INPUT DATA: Metal mats/grids <br />(Analysis) I I <br />D A T A <br />Metal mats <br />t5Xe #1 <br />Metal mats <br />twe 02 <br />Metal mats <br />type #3 <br />Metal mats <br />type #4 <br />Metal mats <br />type #5 <br />Yield strength of steel, Fy [kips/in 2] <br />65.0 <br />N/A <br />N/A <br />N/A <br />N/A <br />Gross width of grid, b [in] <br />72.0 <br />N/A <br />N/A <br />N/A <br />N/A <br />Vertical spacing, Sv rftj <br />Varies <br />N/A <br />N/A <br />N/A <br />N/A <br />Design cross section area, Ac [in <br />0.49 <br />N/A <br />N/A <br />N/A <br />N/A <br />Thickness of transverse element, t [in] <br />0.4 <br />N/A <br />N/A <br />N/A <br />N/A <br />Distance between transverse bars, St [in] <br />11.8 <br />N/A <br />N/A <br />N/A <br />N/A <br />Friction angle along reinforcement -soil interface, <br />p <br />(&, the top <br />3166 <br />N/A <br />N/A <br />N/A <br />N/A <br />( a) <br />., 19.7 ft or below <br />18.42 <br />N/A <br />N/A <br />N/A <br />N/A <br />Pullout resistance factor, F* <br />(&/ the top <br />0.67 <br />N/A <br />N/A <br />N/A <br />N/A <br />(&, 19.7 ft or below <br />0.33 <br />N/A <br />N/A <br />N/A <br />N/A <br />Scale -effect correction factor, (x <br />1.00 <br />N/A <br />N/A <br />N/A <br />N/A <br />Variation of Lateral Earth Pressure Coefficient With Depth <br />z K/Ka <br />0 ft <br />2.50 <br />3.3 ft <br />2.30 <br />6.6 ft <br />2.05 <br />9.8 ft <br />1.85 <br />13.1 ft <br />1.65 <br />16.4 ft <br />1.40 <br />19.7 ft <br />1.20 <br />K/Ka <br />0.0 1.0 2.0 3.0 <br />0 1 & s f 1A f <br />[ft] 6.6 <br />9.8 <br />16.4 <br />26,2 <br />32.8 <br />Riverview pags.3_�' <br />Copyright 0 1998-2016 ADAMA Engineering, Inc. Licensenumber MIAL-301109 <br />.......... <br />