Laserfiche WebLink
' National Concrete Masonary Association Page 6 of 10 <br /> Detailed Results of Internal Stability Analysis <br /> SRW Anchor Tensile Pullout Sliding Siiding <br /> Geosynthetic Elevation Length LTDS <br /> Unit product (ft) �ft� Length ��b�ft� Load capacity Force Capacity <br /> # (ft) (Ib/ft) (Ib/ft) (Ib/ft) (Ib/ft) <br /> � Miragrid 3XT 3.00 5.00 2.40 1654.06 389.41 729,13 220.84 1811.28 <br /> 3 Miregrid 3XT 1.00 5.00 3.47 1654.06 373.47 2104.91 526.63 2568.91 <br /> Results of Facing Stability Static Analysis <br /> FOS <br />' Un`it Elev Geosynthetic Crest Co nection <br /> # (ft) Product Toppling �=1.50 <br /> >=1.50 <br /> 7 3.00 Miragrid 3XT 2.85 2.98 <br /> 3 1.00 Miragrid 3XT 2.38 <br /> Results of Facing Stability Analysis(Moment 8�Connectionl <br /> SRW Heel Resist Connection <br /> Unit Elev Geosynthetic Product Drive Moment Moment(Ib- Connection Capacity <br /> # (ft) (Ib-ft/ft) �ft� Load(Ib/ft) (Ib/ft) <br /> 7 3.00 Miragrid 3XT 57.69 164.68 143.47 427.13 <br /> 3 1.00 Miragrid 3XT 209.51 499.26 <br /> file://C:AProQram Files\NCMA\SRWaII 4.0\Report.html 10/24/20ll <br />