5828 GLENWOOD AVE VERIZON ANTENNA 2022-10-14

Job Page tnxTower Glenwood 1 of 19 Core One Consulting Project Date 5062ndAve.Suite 1533 113.17' Monople 14:57:19 03/23/21 Seattle,WA Client Designed by Phone:(855)-708-2195 Tilson FAX: Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower base elevation above sea level:334.50 ft. Basic wind speed of 98 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height:0.00 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50°F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used:Kes(Fw)=0.95,Kes(ti)=0.85. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Options Consider Moments-Legs 4 Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned 4 Calculate Redundant Bracing Forces Consider Moments-Diagonals 4 Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification J Use Clear Spans For Wind Area SR Leg Bolts Resist Compression 41 Use Code Stress Ratios J Use Clear Spans For KL/r All Leg Panels Have Same Allowable 41 Use Code Safety Factors-Guys ' Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks I Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients 4 Include Angle Block Shear Check Use Special Wind Profile 4 Project Wind Area of Appurt. Use TIA-222-H Bracing Resist.Exemption 41 Include Bolts In Member Capacity J Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption I Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles, Secondary Horizontal Braces Leg 4 Sort Capacity Reports By Component V Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Tapered Pole Section Geometry LP 130