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March 26, 2019 287.667 Ft Self Support Tower Structural Analysis CCI BU No 816298- Project Number 9800.816298,Phase 4, Order 485277, Revision 1 Page 13 Tower Input Data The main tower is a 4x free standing tower with an overall height of 287.67 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 10.00 ft at the top and 45.54 ft at the base. This tower is designed using the TIA-222-H standard. The following design criteria.apply: 1) Tower is located in Pasco County, Florida. 2) Tower base elevation above sea level: 82.00 ft. 3) Basic wind speed of 138 mph. - 4) Risk Category II. 5) Exposure Category C. 6) Simplified Topographic Factor Procedure for wind speed-up calculations is used. 7) Topographic Category: 1. 8) Crest Height: 0.00 ft. 9) Deflections calculated using a wind speed of 60 mph. 10) TIA-222-H Annex S. 11) Pressures are calculated at each section. 12) Tower analysis based on target reliabilities in accordance with Annex S. 13) Load Modification Factors used: Kes(Fw)= 0.95. 14) . Stress ratio used in tower member design is 1.05. j 15) Local bending stresses due to climbing loads,feed line supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 1'0 X-Brace Ly:Rules Consider Moments-Horizontals Assume Legs Pinned 4 Calculate Redundant Bracing Forces Consider Moments-Diagonals 4 Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification 4 Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios 4 Use Clear Spans For KUr All Leg Panels Have Same Allowable Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice 4 Bypass Mast Stability Checks 4 Consider Feed Line Torque Always Use Max Kz 4 Use Azimuth Dish Coefficients 4 Include Angle Block Shear Check Use Special Wind Profile q Project Wind Area of Appurt. Use TIA-222L H Bracing Resist._ Exemption 4 Include Bolts-in Member Capacity Autocalc Torque Arm Areas Use TIA-2221 H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination _ Poles 4 Secondary Horizontal Braces Leg 4 Sort Capacity Reports By Component Include Shear-Torsion Interaction 4 Use Diamond Inner Bracing(4 Sided) 4 Triangulate Diamond Inner Bracing Always Use Sub--Critical Flow SR Members.Have Cut Ends Treat Feed Line bundles As Cylinder Use Top Mo l nted Sockets SR Members Are Concentric Ignore KUry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Comer Radii Are Known I tnxTower Report-version 8.0.5.0 i I - I