Laserfiche WebLink
Mitional Concrete Masonr— sociation Page 3 of 6 <br /> Unit-Unit Interface Properties <br /> Minimum Shear Shear Friction Maximum Shear <br /> Capacity(lb/ft) Angle Capacity(lb/It) <br /> _ — <br /> 1540.00 35.00 2280,00 <br /> Geosynthetic-SRW Unit Connection Strength properties <br /> „„„... ......„ _ <br /> Minimum 1st Inflection Point(Ib/ft) 2nd Inflection Point(lb/It) <br /> Conn. <br /> Geosynthetic Product Connection Max <br /> Capacity Normal Load capacity Normal Load <br /> Connection <br /> (lb/It) (Ih/ft) <br /> (lb/ft) : (lb/ft) <br /> Capacity(113/ft) <br /> Comtrac 400 1025.00 3400.00 1025 3420.00 1500.00 <br /> Comtrac 800 2055.00 2022.00 2055.00 6850.00 2400.00 ; <br /> Contrac 600 1540.00 1520.00 1540.00 6130.00 1900.00 1 <br /> I <br /> Geosynthetic-SRW Unit Shear Strength properties <br /> Minimum Maximum i <br /> Geosynthetic Shear Friction <br /> Shear Shear <br /> Product Anieg <br /> Capacity(lhift) Capacity(lb/ft)i <br /> Comtrac 400 1500.00 35.00 2280.00 <br /> Comtrac 800 2400.00 35.00 4565.00 <br /> Contrac 600 1900,00 35,00 3425.00 <br /> Vertical Components <br /> Vertical Components of Earth Pressures Used : No <br /> Cofficients of Earth Pressure and Failure Plane Orientation <br /> Reinforcement Soii(Static)(ka) :0.211 <br /> Reinforcement Soil(Statio)(Kah Horizontal Component) :0,200 <br /> Internal Modified Back Slope(Bint) :0.000 <br /> Orientation of failure plane from horizontal(degrees)for <br /> : 57.036 <br /> internal Stability <br /> Retained Soil(Static)(Ka) :0.186 <br /> Retained Soil(Static)(kah Horizontal Component) : 0.161 <br /> External Modified Back Slope(Bext) :0.000 <br /> Orientation of failure plane from horizontal(degrees)for : <br /> 57.908 <br /> External Stability <br /> 111e:///C:/Prograrn%20Files%20(x86)/NCMA/SR Wall%20,-1.0/Report.html 6/25/2015 <br />