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Client: Verizon Wireless Date: 1/3/2022 <br />Site Name: CRAZY HORSE <br />Project No. 21926980A <br />Title: Antenna Mount Analysis Page: 1 <br />Version 3.1 <br />l.Mount-to-Tower Connection Check - Existing Standoff <br />RISA Model Data <br />N25 <br />Tower Connection Bolt Checks <br />Yes <br />4 <br />7 <br />7 <br />A325N <br />0.625 <br />18.2 <br />12.4 <br />20.7 <br />12.4 <br />22.0%* <br />24.9% <br />*Note: Tension reduction not required if tension or shear capacity < 30% <br />Tower Connection Plate and Weld Check Unique Weld Check <br />Round <br />12 <br />12 L1 (in): <br />4.5 L2 (in): <br />4.5 <br />36 <br />0.75 <br />3 Max Plate Bending Strengths <br />4.18 5.1 <br />3.91 54.7 <br />27.6%10.0 <br />93.6%54.7 <br />Required Weld Strength (kip/in): <br />Plate Bending Capacity: <br />Weld Capacity: <br />Weld <br />Pattern: <br />Wshape <br />Plate Width (in): <br />Phi*Mnxx (kip-in): <br />Muxx (kip-in): <br />Phi*Mnyy (kip-in): <br />Muyy (kip-in): <br />Weld Size (1/16 in): <br />Phi*Rn (kip/in): <br />Connecting Standoff Member Shape: <br />W2 (in): <br />W1 (in): <br />Fy (ksi, plate): <br />tPlate (in): <br />Plate Height (in): <br />Bolt Quantity per Reaction: <br />dx (in) (Delta X of typ. bolt config. sketch): <br />dy (in) (Delta Y of typ. bolt config. sketch): <br />Bolt Type: <br />Bolt Diameter (in): <br />Required Tensile Strength (kips): <br />Required Shear Strength (kips): <br />Tensile Strength / bolt (kips): <br />Shear Strength / bolt (kips): <br />Tensile Capacity Overall: <br />Shear Capacity Overall: <br />Any moment resistance?: <br />Nodes <br />(labeled per RISA) <br />Orientation <br />(per graphic of typical platform) <br />60 <br />2210 3%4 S Ritchey St # <br />WCC018/5/2024