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<br /> TEP <br /> 326 Tryon Road <br /> Raleigh, NC 27603 <br /> Phone: (919) 616-6351 <br /> FAX: (919) 616-6350 <br />Job: EDINGER AND BRISTOL (BU 845391) <br /> Project: TEP No. 229344.1130072 <br /> Client: Crown Castle Drawn by: TG App'd: <br /> Code: TIA-222-H Date: 07/20/25 Scale: NTS <br /> Path: <br />C:\Users\tsgore\OneDrive - Tower Engineering Professionals, Inc\Desktop\SA\2025-07-20 - Bonus\229344\P-485684_L-1130072_845391_EDINGER AND BRISTOL_Structural Analysis\tnxTower\Wind And Seismic\845391_2408155_LC5.eri <br /> Dwg No. E-1 <br />60.0 ft <br />45.0 ft <br />30.0 ft <br />0.0 ft <br />REACTIONS - 95 mph WIND <br />TORQUE 0 kip-ft <br />9 K <br />SHEAR <br />421 kip-ft <br />MOMENT <br />19 K <br />AXIAL <br />SEISMIC <br />11 K <br />SHEAR <br />547 kip-ft <br />MOMENT <br />23 K <br />AXIAL <br />ARE FACTORED <br />ALL REACTIONS <br /> <br />S <br />e <br />c <br />t <br />i <br />o <br />n <br />1 <br />2 <br />3 <br /> <br />L <br />e <br />n <br />g <br />t <br />h <br /> <br />( <br />f <br />t <br />) <br />15 <br />. <br />0 <br />0 <br />15 <br />. <br />0 <br />0 <br />30 <br />. <br />0 <br />0 <br /> <br />N <br />u <br />m <br />b <br />e <br />r <br /> <br />o <br />f <br /> <br />S <br />i <br />d <br />e <br />s <br />12 <br />12 <br />12 <br /> <br />T <br />h <br />i <br />c <br />k <br />n <br />e <br />s <br />s <br /> <br />( <br />i <br />n <br />) <br />0. <br />2 <br />5 <br />0 <br />0 <br />0. <br />2 <br />5 <br />0 <br />0 <br />0. <br />2 <br />8 <br />1 <br />2 <br /> <br />T <br />o <br />p <br /> <br />D <br />i <br />a <br /> <br />( <br />i <br />n <br />) <br />33 <br />. <br />2 <br />0 <br />0 <br />0 <br />33 <br />. <br />2 <br />0 <br />0 <br />0 <br />33 <br />. <br />2 <br />0 <br />0 <br />0 <br /> <br />B <br />o <br />t <br /> <br />D <br />i <br />a <br /> <br />( <br />i <br />n <br />) <br />33 <br />. <br />2 <br />0 <br />0 <br />0 <br />33 <br />. <br />2 <br />0 <br />0 <br />0 <br />37 <br />. <br />7 <br />0 <br />0 <br />0 <br /> <br />G <br />r <br />a <br />d <br />e <br />A3 <br />6 <br /> <br />W <br />e <br />i <br />g <br />h <br />t <br /> <br />( <br />K <br />) <br />1. <br />4 <br />1. <br />4 <br />3. <br />3 <br />6. <br />0 <br />MATERIAL STRENGTH <br />GRADE GRADEFy FyFu Fu <br /> A36 36 ksi 58 ksi <br />TOWER DESIGN NOTES <br />1. Tower designed for Exposure C to the TIA-222-H Standard. <br />2. Tower designed for a 95 mph basic wind in accordance with the TIA-222-H Standard. <br />3. Deflections are based upon a 60 mph wind. <br />4. Tower Risk Category II. <br />5. Topographic Category 1 with Crest Height of 0.00 ft <br />6. CCISeismic Note: Seismic loads generated by CCISeismic 5.0.2 <br />7. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H-1 <br />8. TOWER RATING: 54.8%