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Job Page <br /> tnxTower Buzz Inn (BU 880407) 1 of 12 <br /> Tower Engineering Project Date <br /> Professionals,Inc. TEP No. 51358.131860 - Seismic Analysis 08:01:30 09/10/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603-5263 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 TLI <br /> Tower Input Data <br /> There is a pole section. <br /> This tower is designed using the TIA-222-G standard. <br /> The following design criteria apply: <br /> Tower is located in Snohomish County,Washington. <br /> ASCE 7-10 Wind Data is used. <br /> Basic wind speed of 0 mph. <br /> Risk Category II. <br /> Exposure Category C. <br /> Topographic Category 1. <br /> Crest Height 0.00 ft. <br /> A non-linear(P-delta)analysis was used. <br /> Pressures are calculated at each section. <br /> Stress ratio used in pole design is 1. <br /> Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. <br /> Options <br /> Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules <br /> Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces <br /> Consider Moments-Diagonals J Assume Rigid Index Plate Ignore Redundant Members in FEA <br /> Use Moment Magnification V Use Clear Spans For Wind Area SR Leg Bolts Resist Compression <br /> AI Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable <br /> V Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation <br /> Escalate Ice V Bypass Mast Stability Checks V Consider Feed Line Torque <br /> Always Use Max Kz \I Use Azimuth Dish Coefficients Include Angle Block Shear Check <br /> Use Special Wind Profile AI Project Wind Area of Appurt. Use TIA-222-G Bracing Resist.Exemption <br /> Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption <br /> Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles <br /> Secondary Horizontal Braces Leg V Sort Capacity Reports By Component Al Include Shear-Torsion Interaction <br /> Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow <br /> SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets <br /> SR Members Are Concentric <br /> Tapered Pole Section Geometry <br /> Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade <br /> Length Length of Diameter Diameter Thickness Radius <br /> ft ft ft Sides in in in in <br /> LI 88.00-42.25 45.75 2.75 18 14.0000 20.8650 0.1875 0.7500 A607-65 <br /> (65 ksi) <br /> L2 42.25-0.00 45.00 18 20.0773 26.8300 0.1875 0.7500 A607-65 <br /> (65 ksi) <br /> Tapered Pole Properties <br />