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2215 MERRILL CREEK PKY T MOBILE ANTENNA 2019-02-12
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2215 MERRILL CREEK PKY T MOBILE ANTENNA 2019-02-12
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2/12/2019 10:48:54 AM
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2/12/2019 10:48:43 AM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
2215
Tenant Name
T MOBILE ANTENNA
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Job Page <br /> tnxTower Norpro(BU 826263) 11 of 18 <br /> Tower Engineering Project Date <br /> Professionals TEP No.46302.124891 13:14:14 07/12/17 <br /> 326 Tryon Road <br /> Raleigh,NC 27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle <br /> FAX:(919)661-6350 DAR <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 27 0.00 -0.00 -0.17 <br /> 119.667 <br /> Max.Compression 26 -13463.36 0.75 1508.08 <br /> Max.Mx 20 -9112.86 197953.05 2741.61 <br /> Max.My 2 -9083.15 1853.88 196097.62 <br /> Max.Vy 8 12088.91 -197820.34 -875.54 <br /> Max.Vx 2 -12045.55 1853.88 196097.62 <br /> Max.Torque 7 2113.49 <br /> L2 119.667- Pole Max Tension 1 0.00 0.00 0.00 <br /> 92.25 <br /> Max.Compression 26 -24838.44 -2081.92 2375.53 <br /> Max.Mx 8 -17811.68 -630712.38 -686.32 <br /> Max.My 2 -17694.16 1049.24 648271.83 <br /> Max.Vy 8 18068.75 -630712.38 -686.32 <br /> Max.Vx 2 -20087.78 1049.24 648271.83 <br /> Max.Torque 9 2812.35 <br /> L3 92.25- Pole Max Tension 1 0.00 0.00 0.00 <br /> 45.6666 <br /> Max.Compression 26 -50526.10 -2325.80 585.82 <br /> Max.Mx 8 -38842.64 -1805666.5 -4727.68 <br /> 1 <br /> Max.My 2 -38734.16 3880.63 1952844.15 <br /> Max.Vy 8 28886.62 -1805666.5 -4727.68 <br /> 1 <br /> Max.Vx 14 32031.45 -6202.93 -1952193.1 <br /> 1 <br /> Max.Torque 7 4149.82 <br /> L4 45.6666-0 Pole Max Tension 1 0.00 0.00 0.00 <br /> Max.Compression 26 -81534.08 -5145.42 -2028.44 <br /> Max.Mx 8 -66754.94 -3476776.8 -9788.14 <br /> 4 <br /> Max.My 14 -66751.88 -11259.46 -3800429.4 <br /> 7 <br /> Max.Vy 8 33946.89 -3476776.8 -9788.14 <br /> 4 <br /> Max.Vx 14 37467.90 -11259.46 -3800429.4 <br /> 7 <br /> Max.Torque 7 4147.15 <br /> Maximum Reactions <br /> Location Condition Gov. Vertical Horizontal,X Horizontal,Z <br /> Load lb lb lb <br /> Comb. <br /> Pole Max.Vert 26 81534.08 -0.00 0.00 <br /> Max.fix 20 66769.81 33917.64 65.85 <br /> Max.Hz 2 66769.81 65.85 37435.93 <br /> Max.Mx 2 3798034.25 65.85 37435.93 <br /> Max.Mx 8 3476776.84 -33917.64 -65.85 <br /> Max.Torsion 7 4145.97 -28328.54 16283.84 <br /> Min.Vert 5 50077.36 -16317.47 28270.29 <br /> Min.Hx 8 66769.81 -33917.64 -65.85 <br /> Min.Hi 14 66769.81 -65.85 -37435.93 <br /> Min.Mx 14 -3800429.47 -65.85 -37435.93 <br /> Min.Mx 20 -3471434.94 33917.64 65.85 <br /> Min.Torsion 19 -4137.05 28328.54 -16283.84 <br />
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