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2215 MERRILL CREEK PKY VERIZON WIRELESS ANTENNA 2018-06-07
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2215 MERRILL CREEK PKY VERIZON WIRELESS ANTENNA 2018-06-07
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Last modified
6/7/2018 3:47:34 PM
Creation date
6/7/2018 3:47:28 PM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
2215
Tenant Name
VERIZON WIRELESS ANTENNA
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• <br /> J°b Page <br /> tnxTower <br /> Norpro(BU 826263) 10 of 17 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 46302.115847 14:47:27 04/12/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 mzsmee <br /> Comb. Description <br /> No. <br /> 19 0.9 Dead+1.6 Wind 240 deg-No Ice <br /> 20 1.2 Dead+1.6 Wind 270 deg-No Ice <br /> 21 0.9 Dead+1.6 Wind 270 deg-No Ice <br /> 22 1.2 Dead+1.6 Wind 300 deg-No Ice <br /> 23 0.9 Dead+1.6 Wind 300 deg-No Ice <br /> 24 1.2 Dead+1.6 Wind 330 deg-No Ice <br /> 25 0.9 Dead+1.6 Wind 330 deg-No Ice <br /> 26 1.2 Dead+1.0 Ice+1.0 Temp <br /> 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp <br /> 28 1.2 Death-1.0 Wind 30 deg+1.01ce+1.0 Temp <br /> 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp <br /> 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp <br /> 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp <br /> 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp <br /> 33 1.2 Dead+I.0 Wind 180 deg+1.0 Ice+1.0 Temp <br /> 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp <br /> 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp <br /> 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp <br /> 37 1.2 Death-1.0 Wind 300 deg+1.0 Ice+1.0 Temp <br /> 38 1.2 Death-1.0 Wind 330 deg+1.0 Ice+1.0 Temp <br /> 39 Dead+Wind 0 deg-Service <br /> 40 Dead+Wind 30 deg-Service <br /> 41 Death-Wind 60 deg-Service <br /> 42 Dead+Wind 90 deg-Service <br /> 43 Dead+Wind 120 deg-Service <br /> 44 Death-Wind 150 deg-Service <br /> 45 Dead+Wind 180 deg-Service <br /> 46 Dead+Wind 210 deg-Service <br /> 47 Death-Wind 240 deg-Service <br /> 48 Dead+Wind 270 deg-Service <br /> 49 Dead+Wind 300 deg-Service <br /> 50 Dead+Wind 330 de• -Service <br /> Maximum Member Forces <br /> Section Elevation Component Condition Gov. Axial Major Axis Minor Axis <br /> No. ft Type Load Moment Moment <br /> Comb. lb lb-ft lb ft <br /> Ll 150.083- Pole Max Tension 29 0.00 0.13 -0.08 <br /> 119.666 <br /> Max.Compression 26 -13497.25 474.80 249.71 <br /> Max.Mx 20 -9165.99 193804.59 1803.86 <br /> Max.My 2 -9122.21 1934.78 191464.65 <br /> Max.Vy 20 -12009.86 193804.59 1803.86 <br /> Max.Vx 2 -12002.70 1934.78 191464.65 <br /> Max.Torque 5 649.83 <br /> L2 119.666- Pole Max Tension 1 0.00 0.00 0.00 <br /> 92.2497 <br /> Max.Compression 26 -24012.97 432.63 857.04 <br /> Max.Mx 20 -17330.29 606682.84 3047.18 <br /> Max.My 2 -17192.60 2820.13 626379.50 <br /> Max.Vy 20 -17254.14 606682.84 3047.18 <br /> Max.Vx 2 -19342.69 2820.13 626379.50 <br /> Max.Torque 5 2199.12 <br /> L3 92.2497- Pole Max Tension 1 0.00 0.00 0.00 <br /> 45.6663 <br /> Max.Compression 26 -49626.65 2399.85 843.48 <br /> Max.Mx 20 -38378.18 1755022.57 6743.25 <br /> Max.My 2 -38186.44 7849.57 1958372.62 <br />
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