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2908 49TH ST SW 2016-01-01 MF Import
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2908 49TH ST SW 2016-01-01 MF Import
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Last modified
4/25/2017 5:28:24 PM
Creation date
3/31/2017 2:59:56 PM
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Address Document
Street Name
49TH ST SW
Street Number
2908
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SRWa11 (ver 3.22 April 2002) <br />LN 0511135 <br />Page 5 <br />Result� of In[ernal Stabilitv Analyses: <br />SRw Geosyn Elev Leng[h Anchor FOS <br />Unit Type (tU (ftl Lenqth Over- <br />N (fU stress <br />> 1.0 > 1.0 <br />3 1 5.0 7.01 1.3 0.36� <br />2 : 2.5 6.0 1.9 0.12� <br />NOLe: • value does NOT MEET desian criterion i9 �nrr <br />SRW Geosyn Elev Allowab2e Tensile <br />Unit Type (ftl Streng[h Load <br />M (lb�/fU (ibs/f[) <br />3 1 5.0 82.2 231.1 <br />2 1 2.5 82.2 693.0 <br />Results oI Facinp Stability Analyses: <br />SRW Heel Geosynthetic FOS FOS <br />Uni[ F.lev Type Over Sheur <br />N (ft1 [urning (pcakl <br />> 1.5 > 1.5 <br />3 5.0 1 12.78 13.39 <br />2 2.5 1 3.C9 11.13 <br />1 0.0 none 1.69 - <br />NOCe: calculaCetl values MEET AI.L design c[i[eria <br />FOS <br />Pullout <br />> 1.5 <br />2.51 <br />2.06 <br />rences) <br />FOS f,ayer <br />Siitfing Spacinq <br />(fU <br />> 1.5 < 3.0 <br />ia.�z oR <br />7.5 OR <br />Puilout Slidinq Sliding <br />Capacity Force Capaci[y <br />(lbs/ft) (lbs/fU (lbs/fU <br />SB1.1 156.3 2301.3 <br />1630. - t98.7 37t1.6 <br />zi��' 7�r. - (� i ���� � 0 / <br />' SxT S. F. = 215� ; l`�31 = 1. 51 <br />Shear FOS Connection <br />(deformatioN Connection (deforma[ion) <br />(peakl <br />< 0.02 z Nu > 1.5 < 0.75 in <br />OK 6.87 OR <br />OR 2.67 06 <br />Detailed Results oI Facin4 S[ability Analyses (Moment and Shear)• <br />SRW Hecl Geo Drive Resist Shear She�r Shear <br />Unit F.lev Type Momen[ Momen[ Load Capacity Capaci[y <br />N ftU (lbs-f[/fU (lbs-ft/fU (lbs/fU (lbs/fU (ibs/ft) <br />�out -in (peakl (deformationl <br />3 5.0 1 85.6 1093.8 102.7 1375.0 1375.0 <br />2 2.5 1 686.8 2393.1 179.8 2000.0 2000.0 <br />1 0.0 none 2311.2 3897.9 0.0 2000.0 2000.0 <br />De[ailed Fe.^.ul[s of Facinn �[ability Analyses (ConnecCions): <br />SRW Heel Geo Connection Connec[ion Connection <br />Uni[ Elev Type Load Capacity Capacity <br />M (fU (lbs/ftJ (peakl (deformationl <br />(ibs/fU (lbs/fU <br />3 5.0 1 231.1 1586.9 1586.9 <br />2 2.5 1 693.0 1850.0 1850.0 <br />
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