Laserfiche WebLink
<br /> Telamon <br /> 319 Chapanoke Road, Suite 118 <br /> Raleigh, NC 27603 <br /> Phone: (405) 348-5460 <br /> FAX: (405) 341-6334 <br />Job: BU #845404 - 22 FWY GLASSELL 3B2 <br /> Project: 42285-845404-2399694-01-STR <br /> Client: Crown Castle Drawn by: YR App'd: <br /> Code: TIA-222-H Date: 06/18/25 Scale: NTS <br /> Path: <br />C:\Users\yamini.rajakumar\Telamon Dropbox\Yamini Rajakumar\42285 - Crown Structural Engineering\845404 - 22 FWY GLASSELL 3B2\WO 2399694 - SA\01 - STR\_QA\20250618_APP705457_845404 CCISeismic 5.0.2 Wind And Seismic Analysis.eri <br /> Dwg No. E-1 <br />59.0 ft <br />19.9 ft <br />0.0 ft <br />REACTIONS - 95 mph WIND <br />TORQUE 1 kip-ft <br />13 K <br />SHEAR <br />677 kip-ft <br />MOMENT <br />14 K <br />AXIAL <br />SEISMIC <br />5 K <br />SHEAR <br />247 kip-ft <br />MOMENT <br />16 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 /> <br />1 <br />2 <br /> <br />L <br />e <br />n <br />g <br />t <br />h <br /> <br />( <br />f <br />t <br />) <br /> <br />3 <br />9 <br />. <br />0 <br />8 <br />24 <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 /> <br />1 <br />2 <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 /> <br />0 <br />. <br />2 <br />8 <br />1 <br />2 <br />0. <br />3 <br />4 <br />3 <br />8 <br /> <br />S <br />o <br />c <br />k <br />e <br />t <br /> <br />L <br />e <br />n <br />g <br />t <br />h <br /> <br />( <br />f <br />t <br />) <br /> <br />4 <br />. <br />0 <br />8 <br /> <br />T <br />o <br />p <br /> <br />D <br />i <br />a <br /> <br />( <br />i <br />n <br />) <br /> <br />1 <br />6 <br />. <br />5 <br />6 <br />2 <br />0 <br />23 <br />. <br />0 <br />0 <br />2 <br />5 <br /> <br />B <br />o <br />t <br /> <br />D <br />i <br />a <br /> <br />( <br />i <br />n <br />) <br /> <br />2 <br />4 <br />. <br />3 <br />8 <br />2 <br />0 <br />27 <br />. <br />8 <br />0 <br />0 <br />0 <br /> <br />G <br />r <br />a <br />d <br />e <br /> <br />A <br />5 <br />7 <br />2 <br />- <br />6 <br />5 <br /> <br />W <br />e <br />i <br />g <br />h <br />t <br /> <br />( <br />K <br />) <br /> <br />2 <br />. <br />4 <br />2. <br />3 <br />4 <br />. <br />7 <br />MATERIAL STRENGTH <br />GRADE GRADEFy FyFu Fu <br /> A572-65 65 ksi 80 ksi <br />TOWER DESIGN NOTES <br />1. Tower is located in Orange County, California. <br />2. Tower designed for Exposure C to the TIA-222-H Standard. <br />3. Tower designed for a 95 mph basic wind in accordance with the TIA-222-H Standard. <br />4. Deflections are based upon a 60 mph wind. <br />5. Tower Risk Category II. <br />6. Topographic Category 1 with Crest Height of 0.00 ft <br />7. CCISeismic Note: Seismic loads generated by CCISeismic 5.0.2 <br />8. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H-1 <br />9. TOWER RATING: 52.5%