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MSI,"W --N—fechanicaliv :stabilized Ea'r1th Walls Riverview <br />• "se5cnt D"iwel`me: Fri Mex 15 0»:43:5" 2010 WW LL i3 A)EN' <br />ANALYSIS: CALCULATED FAc'rORS (Static conditions) <br />B <br />METAL MATS <br />T . I <br />CONNMICTION <br />, F$-loverall <br />N-overail <br />Fovea <br />Elevation <br />Length Ty <br />Type <br />tPullout <br />i ' , <br />fco� ()n <br />fm�*'tdi <br />[ft] <br />ft] # <br />exist el <br />0 <br />*It"O <br />1 2.00 <br />5.00 1 <br />N/A <br />3.22 <br />3.57 <br />2 4.67 <br />5.00 1 <br />N/A <br />9.35 <br />10.38 <br />caring capacity, Fs = 8.44, Meyerhof stress = 978 lb/fe <br />;Z, Fs-overtumirfu.= 5.53 <br />Metal mats <br />Pullout <br />Direct <br />Eccentricity <br />Product <br />strength <br />resistance <br />sliding <br />C/L <br />name <br />Fs <br />Fs <br />Fs <br />3.572 <br />2,080 <br />4.088 <br />0.0190 <br />WWF: 6x 12.. <br />10.384 <br />2.900 <br />18.171 <br />-0.0035 <br />WWF: 6xl2 .. <br />ANALYSIS: CALCULATED FACTORS (Seismic conditions) <br />METAL MATS j CONNECTION <br />F.&-overall fis-overall <br /># Elevation I [pullout fortnection <br />[ft] CA I W resistatictl break] <br />1 2.00 5.00 1 N/A 2.91 3.23 <br />2 4.67 5.00 1. N/A 734 8.16 <br />Fs =6.96, Meyerhof stress = 1154 lb/ft,, <br />Metal mats <br />Pullout <br />Direct <br />Eccentricity <br />Product <br />strength <br />resistance <br />sliding <br />e/L <br />name <br />Fs <br />Fs <br />Fs <br />3.233 <br />1,506 <br />2.855 <br />0.0408 <br />WWF: 6x12.. <br />8.158 <br />1.823 <br />16.015 <br />-0.0032 <br />WWF: 6xl2 .. <br />P.9 I <br />(,(yright C") 1998-2016 AIDAMA Engineering, In(% License €Iwnber MINI-30 1 9 <br />