Laserfiche WebLink
� <br /> � <br /> '; <br /> �T���p Job Page <br /> 1 Pasco Co nty(VS) (BU 826548) 1 of 25 <br /> Tower Engineering Project Date <br /> Professionals,Inc. TEP o. 48167.21337 18:56:26 07/05/14 <br /> 326 Tryon Rd. <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6357 rown Castle <br /> FAX:(919)661-6350 mkirchner <br /> Tower I ut Data <br /> The main tower is a 3x free standing tower with an overall heigh of 190.00 ft above the ground line. <br /> The base of the tower is set at an elevation of 0.00 ft above the ound 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 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 m h. <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,feed ine supports,and appurtenance mounts are not considered. <br /> O t1011S <br /> Consider Moments-Legs Distribute Leg Loads As niform 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 Magnification � Use Clear Spans For Win Area Ignore Redundant Members in FEA <br /> � Use Code Stress Ratios � Use Clear Spans For KIJr SR Leg Bolts Resist Compression <br /> � Use Code Safety Factors-Guys Retension Guys To Initial ension � All Leg Panels Have Same Allowable <br /> Escalate Ice � Bypass Mast Stability Ch ks Offset Girt At Foundation <br /> Always Use Max Kz � Use Azimuth Dish Coeffi 'ents � Consider Feedline Torque <br /> Use Special Wind Profile � Project Wind Area of App rt. � Include Angle Block Shear Check <br /> _.._ _. _ _, . _._�.�. _ .. <br /> Indude Bolts In Member Capacity Autocalc Torque Arm Ar s 3 � Poles : ; <br /> __�.._._._.----__.____.__.._.x_..._..__._. <br /> Leg Bolts Are At Top Of Section SR Members Have Cut E s Include Shear-Torsion Interacaon <br /> � Secondary Horizontal Braces Leg � Sort Capacity Reports By omponent Always Use Sub-Critical Flow <br /> Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inne Bracing Use Top Mounted Sockets <br /> Add IBC.6D+W Combination Use TIA-222-G Tension S lice Capacity <br /> Exemption <br /> • <br /> , , <br /> ` _ � <br />