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tnxTower �ob Page <br /> 816298 Zephyrhills 1 of 11 <br /> SSOE Inc. Project Date <br /> �oo�Macl�sonAve. 012-01232-00 13 53'51 10/23/12 <br /> Toledo,OH4360�t Client Designed by <br /> Phone. (4/9J 255-3830 <br /> FA.t: (4/9 255-610/ CCI 81352 <br /> Tow�er In 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 ]0.00 ft at the top and 48.00 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 /> Structwe Class II. <br /> Exposure Category C. <br /> Topographic Category 1. <br /> Crest Height 0.00 ft. <br /> Deflections calculated using a wind speed of60 mph. <br /> A non-lineaz(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 /> 0 �0118 <br /> Consider Moments-Legs D�stribute 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-D�agonals � Assume Rigid Index Plate � Calculate Redundant Bracing Forces <br /> Use Moment Magnification � Use Clear Spans For Wind Area [gnore Redundant Members in FEA <br /> � Use Code Stress Ratws 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 Stabiliry Checks Offset Girt At Foundation <br /> Always Use Max Kz � Use Azimuth Dish Coefficients � Consider Feedline Torque <br /> Use Special Wind Profile � Project Wind Area of Appurt. � Include Angle Block Shear Check <br /> � [nclude Bolts In Member Capaciry Autocalc Torque Arm Areas pp�p <br /> � Leg Bolts Are At Top Of Section SR Members Have Cut Ends (nclude Shear-Torsion[nteraction <br /> � Secondary Honzontal Braces Leg � Sort Capaciry Reports By Component Always Use Sub-Criticai Flow <br /> Use Diamond Inner Bracing(4 Sided) � Triangulate Diamond Inner Bracmg Use Top Mounted Sockets <br /> Add IBC 6D+W Combination <br /> Feed LineefLir�ar A rtenances - Entered As Raund Or Flat <br /> Descriptian Face Allow Component Placement Face Lateral # # Clear Width or Penmeter Weight <br /> or Shield Type Offset O,Jf'set Per Spacing Diameter <br /> e_, �_?�.__ ` ft in (Frac FWJ Row tn in in klj <br /> Feedline A No Af(CaAa) 177 00-8.00 0 00 � -0 15 I 1 3 00 3 00 v� 0 01 <br /> Ladder(A� <br /> LDF7-SOA A No Ar(CaAa) U7 00-8 00 0 00 -0 16 3 3 1 00 1 98 0 00 <br /> (1-5/8 FOAM) <br /> LDFS-SOA A No Ar(CaAa) 285 00-8 00 -I 00 0 495 ] 1 1 00 1 09 0 00 <br /> (7/8 FOAM) <br /> Feedlme B No Af(CaAa) 203 00-8 00 0 00 -0 152 1 I 3 00 3 00 0 Ol <br /> Ladder(A� <br /> TSZ 999 B No Ar(CaAa) 203 00-8 00 0 00 -0 153 3 3 I 00 1 04 0 00 <br /> 066/x�cM-8A <br /> WG(1-i/32") <br />