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RISATower Joib <br /> Page <br /> 140636.05 150' MP, WSDOT Monople, Everett, WA-2821 1 of 1 <br /> Northwest Tower Engineering Project Date <br /> 2210 Hewitt Ave.Suite 209 Proposed 85-mph (3-sec Gust), 30-mph with 1/4" Ice 10:04:38 09/17/14 <br /> Everett, WA 98201 Client Designed by <br /> Phone:(425)258-4248 Westower/ Ryka/AT&T <br /> FAX:(425)258-4289 Kirk Weber <br /> Section Capacity Table <br /> Section Elevation Component Si:.-.e Critical P oP„11,,,, % Pass <br /> No. ft Type Element lb lb Capacity Fail <br /> 1.1 150.25-107.081 Pole TP32.27x23x0.3438 1 -8212.09 2011530.00 8.4 Pass <br /> L2 107.081 - Pole TP40.44x30.7167x0.375 2 -22619.60 2747780.00 32.0 Pass <br /> 69.0026 <br /> 1,3 69.0026- Pole TP47.95x38.5241x0.5156 3 -36144.90 4470080.00 35.1 Pass <br /> 34.0026 <br /> L4 34.0026-0 Pole TP55.25x45.5091x0.5156 4 -52534.00 5316000.00 43.3 Pass <br /> Summary <br /> Pole(L4) 43.3 Pass <br /> Base Plate 14.3 Pass <br /> RATING= 43.3 Pass <br /> Program Version 5.4.2.0-6/17/2010 File:P:/Projects 2014/140636.05 150 ft MP WSDOT Walnut Everett,WA,Ryka AT&T/Analysis/140636.05 150'MP <br /> Walnut Everett,WA,Proposed.eri <br />