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I <br /> Job � Page <br /> thXT®Wei' Zephyrhills (BU 816298) 1 of 52 <br /> Tower Engineering Project I Date <br /> Professionals TEP No. 26146.157540 16:21:19 06/04/18 <br /> 326 Ti77017 Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle onbre <br /> FAX:(919)661-6350 ao g <br /> Tower Input Data <br /> The main tower is a 4x free standing tower with an overall)height of 287.67 ft above the ground line. <br /> The base of the tower is set at an elevation of 0.00 ft above the ground line. <br /> The face width of the tower is 10.00 ft at the top and 45.54 ft at the base. <br /> This tower is designed using the TIA-222-G standard. <br /> The following design criteria apply: <br /> Tower is located in Pasco County, Florida. <br /> Basic wind speed of 106 mph. <br /> Structure Class II. <br /> Exposure Category C. <br /> Topographic Category 1. <br /> Crest Height 0.00 ft. <br /> Deflections calculated using a wind speed of 60 mph. <br /> Pressures are calculated at each section. <br /> Stress ratio used in tower member 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 Assume Rigid Index Plate Ignore Redundant Members in FEA <br /> Use Moment Magnification Use Clear Spans For Wind Area 4 SR Leg Bolts Resist Compression. <br /> 4 Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable <br /> J Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation <br /> Escalate Ice Bypass Mast Stability Checks Consider Feed Line Torque <br /> Always Use Max Kz Use Azimuth Dish Coefficients Include Angle Block Shear Check, <br /> Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-G Bracing Resist.Exemption <br /> 4 Include Bolts In Member Capacity Autocalc Torque Aim Areas Use TIA-222-G Tension Splice_Exemption <br /> Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles <br /> 4 Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction <br /> 4 Use Diamond Inner Bracing(4 Sided) -�l 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 />