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BY VALMONT INDUSTRIES FOR: GENERAL DYNAMICS 113.1667' POLE, SITE: WA6348 - GLENWOOD,WA re-analysi DATE 04/04/2019 <br /> Fuse 1.13.0.0 <br /> *** SUMMARY *** <br /> Design Code: TIA-222-G Addendum 2 <br /> DESIGN SUMMARY <br /> Height Above Base Plate (ft) 112.17 Ground Line Diameter (in) 40.750 Pole Shaft Weight (lbs) 10504 <br /> Top Diameter (in) 28.000 <br /> Pole Taper (in/ft) 0.12147 Shape: 18 Sides <br /> Connections Between Sections /First/ /Second/ <br /> Height Above Ground (ft) 40.00 68.00 <br /> Type Slip Joint Slip Joint <br /> Overlap Length (in) 70 66 <br /> Maximum Axial Force (lbs) 13351 9346 <br /> Section Characteristics /First/ /Second/ /Third/ <br /> Base Diameter (in) 40.750 37.037 34.033 <br /> Top Diameter (in) 35.891 32.927 28.000 <br /> Thickness (in) 0.25000 0.21875 0.21875 <br /> Length (ft) 40.000 33.833 49.667 <br /> Weight (lbs) 4112 2779 3614 <br /> Yield Strength (ksi) 65.00 65.00 65.00 <br /> Section Shape 18 Sides 18 Sides 18 Sides <br /> ANALYSIS SUMMARY <br /> Pt. of Governing Governing Governing Pole <br /> Fixity Level Sec.1 Level Sec.2 Level Sec.3 Top <br /> Governing Load Case WIND WIND WIND WIND WIND <br /> Height (ft) 0.00 0.00 40.00 68.00 112.17 <br /> Resultant Moment (in-kips) 12578 12578 6604 3092 0 <br /> Shear Force (lbs) 13439 13439 11340 9533 11 <br /> Axial Force (lbs) 15453 15453 9569 6156 11 <br /> Effective Yield Strength (ksi) 69.67 69.67 69.03 71.84 76.93 <br /> Combined Interaction Value 0.63 0.63 0.48 0.26 0.00 <br /> Total Deflection (in) 0.00 0.00 7.04 19.26 44.99 <br /> Note: Diameters are outside, measured across the flats • <br /> Forces and moments are reported in the local element coordinate system <br />