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Job Page <br /> �`nxTQWeY BU 816298-ZEPHYRHILLS 1 of 68 <br /> SSOE Group Project Date <br /> 320 Seven Springs Way,Suite 350 015-00428-00 09:50:43 03/18/15 <br /> B,•entwood,TN37027 Client Designed by <br /> Phone:(615)661-7585 CC� <br />' FAX. (615)661-7569 15319 <br /> Tower Input Data <br /> The main tower is a 4x free standin tower with an overall hei ht of 288.00 ft above the ound line. <br /> g g �' <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 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 106 mph. <br /> Structure Class II. <br /> Exposure Category C. <br /> Topographic Category 1. <br /> Crest Height 0.00 ft. <br /> Deflections calculated using 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 sh�esses due to climbing loads,feed line supports,and appurtenance mounts are not considered. <br /> Options <br /> Consider Moments-Legs Dishibute 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 � Assume Rigid Index Plate � Calculate Redundant Bracing Forces <br /> Use Moment Magnificarion � 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 Special Wind Profile � 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 /> � 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 Use TIA-222-G Tension Splice Capacity <br /> Exemption <br />