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'rlSl it Me ITan3caRly Stabilized 1.1',a-th lValls <br />Riverview <br />'rxcrr'laacTone Ht5r 9-{5ra;20 N t t'zesf0m <br />: :p <br />al' J 'r r.s.3vs..0 .tzrl4i .t, �4>z l'tE3� <br />ANALYSIS: CALCULATED FACTORS (Static conditions) <br />Bearing capacity, Fs=6.63 Me erhof <br />stress=1613 <br />lb/f'. � <br />Fbun ation interfhcg; DIM sllil <br />METAL MATS CONNECTION� <br />Fs -overall Es-overitl Fs -overall Metal mats Pullout <br /># Elevation Length Type ('pullout (e n"ectim fr4dal M.Ats strength resistance <br />Direct <br />sliding <br />Eccentricity <br />e/L <br />Product <br />1111 [f't] # i resistance] break] strength] Fs Fs <br />Fs <br />name <br />1 2.00 7.00 I. N/A 2.13 2.37 2.367 3.274 <br />2.547 <br />0.0545 <br />WWF: 6xl2 ,, <br />2 4.67 7.00 1 N/A 3.50 3.89 3.891 3.012 <br />4.162 <br />0.0166 <br />WWF: 6x12 - <br />3 7.33 7.00 I N/A 4.71 5.23 5.233 2.620 <br />9.328 <br />-0.0021 <br />WWF: 6x12. <br />ANALYSIS: CALCULATED FACTORS (Seismic conditions) <br />Bearing capacity, Fs = 3.30, <br />Meyerhof stress = 2287 lbff <br />Foundation gigf ce:.)irect slidin s Ai_t. 4_.35 Ee ntrdit /L t24Fs q. rni ' 2- 3 <br />_ . <br />l <br />METAL MATS CONNECTION i <br />Fs -overall Fs -overall foverall Metal mats Pullout <br />Direct <br />Eccentricity <br />Product <br /># Elevation Length Type rpullout [connection (tneial tnat strength resistance <br />sliding <br />e/.L <br />name <br />[ft] (ft] # resistance] break.] strength) Fs Fs <br />Fs <br />I 2.00 7.00 1 N/A 1.83 2.03 2.033 2.248 <br />1.577 <br />0.1236 <br />WWF:6x12.. <br />2 4.67 7.00 1 NIA 2.93 3.25 3.253 2.015 <br />2.754 <br />0.0409 <br />WW1^':6x12.. <br />3 7.33 7.00 1 N/A 3.73 4.14 4.141 1.659 <br />7.083 <br />0.0010 <br />WWF: 6x12.. <br />.esAww �.sa:�x-e+,�a as xx»�.r <.,v�ua a`.�.xax,.��e�.�surev ,,.«.�s•vsa, „zooms; .+ri:�aas:,s��»u-s .aiarea�aa.�.o- x.:.axvmscw«�a:.: ���naaa.��a� ..ea�.x�aaw�xiv..�v+nn�z *..w-.a.w�tw;�+..s :a�..:. <br />Riverview <br />Copyright 0 1998-2016 ADAMA Engineeril Inc. License number MLNL-3001109 <br />