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Anchor Rod and Base Plate Stresses, TIA-222-H-1 (Seismic) <br />Overturning Moment = 369.00 k*ft <br />Axial Force = 28.00 k 105% <br />Shear Force = 6.00 k No <br />Number of Rods = 12 Location = External <br />Rod Yield Strength, Fy =75 ksi Plate Strength, Fy =65 ksi <br />Rod Ultimate Strength, Fu =100 ksi φ =0.9 <br />Rod Circle = 41 in Outside Diameter = 47 in <br />Rod Diameter = 2.25 in Plate Thickness = 2 in <br />Rod Projection, lar =2.25 in wcalc = 22.85 in <br />Is grout present? No wmax = 30.61 in <br />Max Tension on Rod, Put =50.42 k w = 22.85 in <br />Max Compression on Rod, Puc =57.42 k Z = 22.85 in <br />Shear on Rod, Vu =0.75 k Mu =206.13 k-in <br />Moment on Rod, Mu =0.00 k-in φMn =1336.92 k-in <br />Tension Interaction = 4.3% OK BP Capacity = 15.4% OK <br />Compression Interaction = 21.4% OK <br />Configuration =None Pole Diameter =34.04 in <br />Thickness =1 in Number of Sides =18 <br />Width =5 in Thickness =0.31 in <br />Notch =0.5 in Pole Yield Strength =65 ksi <br />Height =18 in <br />Stiffener Strength (Fy) =36 ksi <br />Clear Spacing b/w Stiffeners= 3 in <br />Weld Info. Known? = Yes <br />Vertical Weld Size = 0.3125 in <br />Horiz. Weld Type = Both <br />Groove Angle = 45 deg <br />Groove Size = 0.375 in <br />Fillet Size = 0.25 in <br />Weld Strength = 70 ksi <br />Stiffener Vertical Force = #VALUE!kips <br />Vert. Weld Capacity = #VALUE! <br />Horiz. Weld Capacity = #VALUE! <br />Stiffener Capacity = #VALUE! <br />Controlling Capacity = #VALUE! ###### <br />GPD Round Base Plate Stress (Rev H) - V1.2 <br />Stiffeners Pole <br />Note: The anchor rod analysis includes a 1.5 overstrength factor applied to <br />the above reactions per TIA-222-H Section 2.7.9. <br />214755_CLL01583_ SCE Fairview Substation <br />2023723.21.214755.02 <br />Maximum Capacity <br />pply TIA-222-H Section 15.5? <br />Anchor Rods Base Plate <br />4111 3%4 S Main St Unit <br />#WCC0112/13/2024