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January 08, 2018 <br /> 190 Ft Self Support Tower Structural Analysis CC/BU No 826548 <br /> Project Number 1509258,Application 412946, Revision 0 - Page 9 <br /> Tower lnplut Data <br /> The main tower is a 3x free standing tower with an overall height of 190.0000 ft above the ground line. <br /> The base of the tower is set at an elevation of 0.0000 ft above the ground line. <br /> The face width of the tower is 8.0000 ft at the top and 21.3333 ft at the base. <br /> This tower is designed using the TIA-222-G standard. <br /> The following design criteria apply: <br /> 5) Tower is located in Pasco County, Florida. <br /> 6) Basic wind speed of 106 mph. <br /> 7) Structure Class II. <br /> s) Exposure Category C. <br /> 9) Topographic Category 1. <br /> 10) Crest Height 0.0000 ft. <br /> 11) Deflections calculated using a wind speed of 60 mph. <br /> 12) Pressures are calculated at each section. <br /> 13) Stress ratio used in tower member design is 1. <br /> 14) Local bending stresses due to climbing loads,feed line supports, and appurtenance mounts are <br /> 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 4 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 /> 4 Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation <br /> Escalate Ice Bypass Mast Stability Checks 4 Consider Feed Line Torque <br /> Always Use Max Kz Use Azimuth Dish Coefficients 4 Include Angle Block Shear Check <br /> Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-G Bracing Resist. <br /> Exemption <br /> 4 Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-G Tension Splice <br /> 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 /> 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 /> i <br /> tnxTower Report-version 7.0.5.1 <br />