Laserfiche WebLink
%.oft <br /> 8 - MATERIAL STRENGTH <br /> N GRADE PV Fu GRADE F Fu <br /> l SM-46 146 k5l 162 W A6p7-65 65 k5ti 80 ksi <br /> 88.0 tt _ <br /> - V 1 <br /> TOWER DESIGN NOTES <br /> 1. Tower is located in Snohomish County,Washington. <br /> 2. Tower designed for Exposure C to the TIA-222-H Standard. <br /> 3. Tower designed for a 98 mph basic wind in accordance with the TIA-222-H Standard. <br /> 4. Tower is also designed for a 30 mph basic wind with 1.00 in ice.Ice is considered to <br /> increase in thickness with height. <br /> 5. Deflections are based upon a 60 mph wind. <br /> a 6. Tower Risk Category II. <br /> 7. Topographic Category 1 with Crest Height of 0.00 ft <br /> 8. CCISeismic Note:Seismic loads generated by CCISeismic 3.3.9 <br /> 9. CCISeismic Note:Seismic calculations are in accordance with TIA-222-H-1 <br /> 10. TOWER RATING:95% <br /> 0 <br /> N n m W Nn S b N <br /> - N <br /> 0 <br /> a 42.3 ft <br /> ALL REACTIONS <br /> ARE FACTORED <br /> AXIAL <br /> _ 14 K <br /> SHEAR MOMENT <br /> 1 K 147kip-11 <br /> TORQUE 0 kip-ft <br /> g SEISMIC <br /> N S <br /> S m <br /> o N N AXIAL <br /> 18K <br /> SHEA!Rj-�MOMENT <br /> IKL 102 kip-ft <br /> TORQUE 0 kip-ft <br /> 30 mph WIND-1.0000 in ICE <br /> AXIAL <br /> 12K <br /> SHEAR MOMENT <br /> 7KL 561 kip-ft <br /> 0.0 ft <br /> TORQUE 1 kip-ft <br /> REACTIONS-98 mph WIND <br /> N c <br /> — 2 <br /> c <br /> Crowi+z Castle °b BL1# 380407 <br /> CROWN 2000 Corporate Drive Projeef — <br /> CASTLE Canonsburg, PA 15317 Get:Crown Castle °a 'Y dstephens "pp'd= <br /> The Pathway to Possible Phone:724-416-2000 code. TIA-222-H Date:02'22/22 Scale: NI <br /> FAX: Path: Dwg No.E <br />