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Version: Risiwa115.1 030 Prepared By: <br />• ENGINEERS, LTD. <br />Project Name: Nosth Eagleview Drainage Clmnnel <br />Contact <br />• , - Site: #3 to F St Phone: <br /> <br /> <br />~ SELECT ED INFOR MATION <br />~? <br /> <br />• . Design Standard: <br />J <br />• <br />Standard Name National Concrete Masonry Association, 1996 <br />• <br />i Type of Wall Geogrid Struct ure <br />• 1 <br /> Failure Mode Variable Minimum Value <br />~ Ex[emal Sliding FSsI 1.5 <br />• Overturning FSot 2.0 <br />+ Bearing Capacity FSbc 2.0 <br />• Imernal Tensile Overstress FSto 1.0 <br />• Pullout FSpo 1.5 <br />• Sliding <br />Local Facing Shear FSsI <br />FSsc 1.5 <br />1.5 <br /> <br />• Connection FScs 1.5 <br /> Overturning FSot 1.5 <br />~~ <br />' <br /> <br />• Emperical Limits Minimum Value <br />) Minimum Geogrid Length 3.000 <br />• Minimum Base /Height Ratio 0.600 <br />~ <br />~) Minimum Embedment <br />Minimum Anchorage Length 10.000 , <br />1.000 <br />SRW Unit Details: <br />SRW Units Pisa2® <br />Unit Height Hu 0.500 [fr] <br />Coping Height Hcu 0.250 [fr] <br />Face Width Lu 0.667 [ft] <br />Unit Depth Wu 1.000 [ft] <br />Weight Xu 46.000 [lb] <br />Center of Gravity Gu 0.500 [ft] <br />Setback Du 0.062 [ft] <br />Satter ~ 7.120 [deg] <br />Initial Shear Capacity au 1920.000 [Ib/ftJ <br />Apparent Shear Angle 2.u 43.000 [deg] <br />Maximum Shear Capacity Vu(max) 8220.000 [lb/ftJ <br />BURNETT CONSULTING <br />TOM BURNETT <br />(970)723-4061 <br />[ft] <br />[ft] <br />07/27/2003 12:55 pmm Page 3 <br />