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NISEW __ Mechimically Stalbi ized Earth Wall Riverview <br />i'CftSt.m Dai c;Ti m Ft'i Mej 15 o`x: a.3:. � 2111 3 Y:+crane's ;a-wl c `:-ell E3�-si;,s;�+�d)S3G9`,WVF LL 5..33',BEN <br />..:.... .,•t., _.. -•,.. �.,,: •.>, .a ..w_., ••:• P..a `i, , ms. i. . x, st ....::�.a i, KixALsv:, ...., .. .t 'f, ' <br />INPUT DATA: Metal mats/grids <br />(Analysis) <br />D A T A <br />Metal mats <br />W.De #I <br />Metal mats <br />type #2 <br />Metal mats <br />type #3 <br />Metal mats <br />type 14 <br />Metal mats <br />t e# <br />Yield strength of steel, Fy [kips/in z] <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 rft] <br />Varies <br />N/A <br />N/A <br />N/A <br />N/A <br />Design cross section area, Ac [in a] <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 />33.66 <br />N/A <br />N/A <br />NIA <br />(a), 19.7 ft or below <br />18.42 <br />N/A <br />N/A <br />N/A <br />Pullout resistance factor, F* <br />(a) the top <br />0.67 <br />N/A <br />N/A <br />N/A <br />(a), 19.7 ft or below <br />0.33 <br />N/A <br />N/A <br />N/A <br />Scale -effect correction factor, a <br />1.00 <br />N/A <br />N/A <br />N/A <br />Variation of Lateral Earth Pressure Coefficient With <br />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 />z [ft-i <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />K/Ka <br />Riverviewt#a -- <br />C.,op atfxe 1) 1998-2016 At3Att A Engineering, Inc, License, nu taper t.;t��,-3€ii l?:D=} <br />