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inxTower Job Page <br /> Pasco County(VS) (BU 826548) 1 of 30 <br /> Project Date <br /> Tower Engineering <br /> Professionals TEP No. 48167.7359 14:45:23 07/26/13 <br /> 3703 Junction Blvd. <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 J LW <br /> Tower Input Data <br /> The main tower is a 3x free standing tower with an overall height of 190.000 ft above the ground line. <br /> The base of the tower is set at an elevation of 0.000 ft above the ground line. <br /> The face width of the tower is 8.000 ft at the top and 21.333 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 108 mph. <br /> Structure Class II. <br /> Exposure Category C. <br /> Topographic Category 1. <br /> Crest Height 0.000 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,feedline supports,and appurtenance mounts are not considered. <br /> Options <br /> Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder <br /> Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules <br /> Consider Moments-Diagonals V Assume Rigid Index Plate Calculate Redundant Bracing Forces <br /> Use Moment Magnification l Use Clear Spans For Wind Area Ignore Redundant Members in FEA <br /> Use Code Stress Ratios / Use Clear Spans For KL/r SR Leg Bolts Resist Compression <br /> Use Code Safety Factors-Guys Retension Guys To Initial Tension '/ All Leg Panels Have Same Allowable <br /> Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation <br /> Always Use Max Kz v Use Azimuth Dish Coefficients Consider Feedline Torque <br /> Use Special Wind Profile V Project Wind Area of Appurt. Include Angle Block Shear Check <br /> Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles <br /> Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction <br /> Ai Secondary Horizontal Braces Leg i■ Sort Capacity Reports By Component Always Use Sub-Critical Flow <br /> Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets <br /> Add IBC.6D+W Combination <br />