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tnxTower J°b Page <br /> 816298 Zephyrhills 1 of 47 <br /> SSOE Inc. Project Date <br /> !001 Madiso�r Ave. O�2-O�232-00 16.27.34 07/13/12 <br /> Toledo.OH43604 Client Designed by <br /> Phor:e. (419)255-3830 <br /> FAX. (419)255-6/Ol CCI 81352 <br /> Tower In ut Data <br /> The main tower is a 4x free standing tower with an overall height of 288.00 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 48.00 ft at the base. <br /> This tower is designed usuig 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 0.00 ft. <br /> Deflections calculated usmg a wind speed of 60 mph. <br /> A non-linear(P-delta)analysis was used. <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 /> O tIO11S <br /> Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder <br /> Consider Moments-Horizontals Assume Legs Pinned Use ASCE l0 X-Brace Ly Rules <br /> Consider Moments-Diagonals � Assume Rigid Index Plate � Calculate Redundant Bracing Forces <br /> Use Moment Magnification �/ 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 � Use Azimuth Dish Coefficients � Consider Feedline Torque <br /> Use Specia]Wind Profile � Project Wind Area ofAppurt. � Include Angle Block Shear Check <br /> � Include Bolts In Member Capacity Autocalc Torque Arm Areas pap <br /> � Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion[nteraction <br /> � Secondary Horizontal Braces Leg �/ 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 />