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Jo 0 Page <br /> trracTower 1180636.08 150' MP, WSDOT Monople, Everett,WA-2821 1 of 1 <br /> NWTE Project Date <br /> 2210 Hewitt Ave,#209 Proposed, Vasd=85-mph, 30-mph with 1/4" Ice 15:33:10 01/30/18 <br /> Everett, WA 98201 Client Designed by <br /> Phone:(425)258-4248 Ryka Consulting/AT&T <br /> FAX:(425)258-4289 Kirk <br /> Base Plate Design Data <br /> Plate Number Anchor Bolt Actual Actual Actual Actual Controlling Ratio . <br /> Thickness ofAnchor Size Allowable Allowable Allowable Allowable Condition <br /> Bolts Ratio Ratio . Ratio Ratio <br /> Bolt Bolt Plate Stiffener <br /> Tension Compression Stress Stress <br /> in in lb lb ksi ksi <br /> 3.0000 16 2.1875 112870.42 119273.13 23.211 Bolt T 0.53 <br /> 211401.73 350926.87 45.000 ✓ <br /> 0.53 0.34 0.52 <br /> Section Capacity Table <br /> Section Elevation Component Size Critical P oP % Pass <br /> No. ft Type Element lb lb Capacity Fail <br /> Ll 150.25-107.081 Pole TP32.27x23x0.3438 1 -8210.90 2504750.00 6.8 Pass <br /> L2 107.081- Pole TP40.44x30.7167x0.375 2 -22770.40 3256140.00 27.1 Pass <br /> 69.0026 <br /> L3 69.0026- Pole TP47.95x38.5241x0.5156 3 -36368.40 5587880.00 28.3 Pass <br /> 34.0026 <br /> L4 34.0026-0 Pole TP55.25x45.5091x0.5156 4 -52826.80 6241510.00 37.1 Pass <br /> Summary <br /> Pole(L4) 37.1 Pass <br /> Base Plate 53.4 Pass <br /> RATING= 53.4 Pass <br /> Program Version 7.0.7.0-7/18/2016 File:P:/Projects 2018/180636.08 150 ft MP WSDOT Walnut Everett,WA,AT&T/analysis/180636.08 150'MP Walnut <br /> Everett,WA,Proposed.eri <br />