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9910 EVERGREEN WAY SPRINT ANTENNA 2018-10-30
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9910 EVERGREEN WAY SPRINT ANTENNA 2018-10-30
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10/30/2018 2:55:23 PM
Creation date
5/29/2018 1:31:21 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
9910
Tenant Name
SPRINT ANTENNA
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Job Page <br /> tnxTower Buzz Inn (BU 880407) 7 of 12 <br /> Tower Engineering Project Date <br /> Professionals,Inc. TEP No. 51358.131860 -Seismic Analysis 08:01:30 09/10/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603-5263 Client Designed <br /> Phone:(919)661-6351 Crown Castle g by <br /> FAX:(919)661-6350 TLI <br /> Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight <br /> or Type Type Horz Adjustment Beam Diameter Area <br /> Leg Lateral Width <br /> Vert <br /> ft ft ft ft2 K <br /> w/Shroud(HP) Leg 0.00 <br /> 3.00 <br /> VHLPI-23-1GR C Paraboloid From 3.00 -55.0000 72.00 1.27 No Ice 1.28 0.01 <br /> w/Shroud(HP) Leg 0.00 <br /> 3.00 <br /> VHLP2-23-IGR C Paraboloid From 3.00 -30.0000 72.00 2.17 No Ice 3.72 0.03 <br /> w/Shroud(HP) Leg 0.00 <br /> 3.00 <br /> Load Combinations <br /> Comb. Description <br /> No. <br /> 1 Dead Only <br /> 2 1.2 Dead+1.0 Wind 0 deg-No Ice <br /> 3 0.9 Dead+1.0 Wind 0 deg-No Ice <br /> 4 1.2 Dead+1.0 Wind 30 deg-No Ice <br /> 5 0.9 Dead+1.0 Wind 30 deg-No Ice <br /> 6 1.2 Dead+1.0 Wind 60 deg-No Ice <br /> 7 0.9 Dead+1.0 Wind 60 deg-No Ice <br /> 8 1.2 Dead+1.0 Wind 90 deg-No Ice <br /> 9 0.9 Dead+1.0 Wind 90 deg-No Ice <br /> 10 1.2 Dead+1.0 Wind 120 deg-No Ice <br /> 11 0.9 Dead+1.0 Wind 120 deg-No Ice <br /> 12 1.2 Dead+1.0 Wind 150 deg-No Ice <br /> 13 0.9 Dead+1.0 Wind 150 deg-No Ice <br /> 14 1.2 Dead+1.0 Wind 180 deg-No Ice <br /> 15 0.9 Dead+1.0 Wind 180 deg-No Ice <br /> 16 1.2 Dead+1.0 Wind 210 deg-No Ice <br /> 17 0.9 Dead+1.0 Wind 210 deg-No Ice <br /> 18 1.2 Dead+1.0 Wind 240 deg-No Ice <br /> 19 0.9 Dead+1.0 Wind 240 deg-No Ice <br /> 20 1.2 Dead+1.0 Wind 270 deg-No Ice <br /> 21 0.9 Dead+1.0 Wind 270 deg-No Ice <br /> 22 1.2 Dead+1.0 Wind 300 deg-No Ice <br /> 23 0.9 Dead+1.0 Wind 300 deg-No Ice <br /> 24 1.2 Dead+I.0 Wind 330 deg-No Ice <br /> 25 0.9 Dead+1.0 Wind 330 deg-No Ice <br /> Maximum Member Forces <br /> Section Elevation Component Condition Gov. Axial Major Axis Minor Axis <br /> No. ft Type Load Moment Moment <br /> Comb. K kip ft kip ft <br /> L1 88-42.25 Pole Max Tension 20 0.00 -0.00 0.00 <br /> Max.Compression 6 -4.28 -72.94 42.03 <br /> Max.Mx 20 -4.28 84.89 -0.26 <br /> Max.My 14 -4.28 0.31 -84.83 <br /> Max.Vy 20 -2.18 41.36 -0.23 <br /> Max.Vx 14 2.18 0.30 -41.29 <br /> Max.Torque 22 0.01 <br /> L2 42.25-0 Pole Max Tension 1 0.00 0.00 0.00 <br /> Max.Compression 6 -7.63 -159.99 92.25 <br />
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