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Soil Nail Shotcrete Facing calcs <br /> Project#: 18185 Date : 2019/06 <br /> Project Name: Marquee Apartments Shoring <br /> Reference: FI--WA IF 03 017 and FHWA SA 96 069 #9 Nail - p &i(1,A4) <br /> t t ; <br /> Facing flexural capacity is critical where maximum spacing and where Tavgs is greatest. °' '�'� d t L) a <br /> Check where Tavgs is greatest. Similar at all other locations. <br /> Horiz. Spacing Sh = 5 (feet) Maximum (from output, corresponding to <br /> Vertical Spacing Sv= 4 (feet) Maximum greatest bar stress) <br /> Table 5.1 Factor Cf= 2.0 Temp Shotcrete Facing <br /> Wall Thickness h = 4 (inch) = 0.333 (feet) <br /> Vertical Rff= 230 x Cf ( a vn + a vm ) h fy nail = 75 (ksi) <br /> Horizontal Rff= 230 x Cf ( a hn + a hm ) h As nail = 1.00 (in2) <br /> #9 Nails <br /> WWF Reinf. a vm = a him = 0.058 (in2/ft) for WWF 6x6 W2.9 x W2.9 typical <br /> a vn = a hn = 0.058 + (2 x 0.2 ) = 0.158 (in2/ft) <br /> Facing Flexural capacity, Rff 4 <br /> Rff= 230 2 0.058 + 0.158 0.333 <br /> Rff= 33.1 (kips) <br /> Wall Location: South temp with I nail H= 9ft w/Vertical elements <br /> Similar Locations: <br /> Number of Rows of Nails = I (from output, corresponding to <br /> Max Avg Reinf greatest bar stress) <br /> Working Force Maximum Tavg s = 13.835 (kips) (from output) <br /> Tcap/ 1.8 = Tmax = 41.700 1 41.7 (kips) <br /> T nails = 35.117 1 35.117 Nail 1 <br /> (at X = 10 ft location) 0.000 1 0.000 Nail 2 <br /> 0.000 1 0.000 Nail 3 <br /> 0.000 1 0.000 Nail 4 <br /> 0.000 1 0.000 Nail 5 <br /> Average Force 0.000 1 0.000 Nail 6 <br /> of all Soil Nails T avg = (ksi) (in2) 35.117 (kips) <br /> T max s = 13.835 x 41.700 / 35.117 = 16.428 <br /> Force at Soil Nail <br /> Head T o= 16.428 x 0.714 = 11.730 (kips) <br /> Facing; Factor of Safety(FS) = Rff = 33.1 = 2.82 <br /> (FS min = 1.5) To 11.730 OK <br /> 18185B Page 102 of 180 <br />