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Wind Load Calculation for Antenna Supporting Structures Wind Pressure= 31.1 psf <br /> (Reference: TIA-222-G,Section 2.6&16.0) Ka= 0.9 <br /> Proposed <br /> Sector Quantity Height Width Depth Weight Tot.Weight Area Wind Force Aspect <br /> Model <br /> (in) (in) (in) (Ibs) (Ibs) (ft2) (Ibs) Ratio Ca <br /> 1 Kathrein 80010966 96.00 20.00 6.90 114.6 114.60 13.33 486.3 4.8 1.30 <br /> 1 RRH 4T4R B5 160W AHCA 13.27 11.61 6.50 36.8 36.80 1.07 36.0 1.1 1.20 <br /> 1 RRH4x25-WCS-48 31.50 12.00 8.70 70.0 70.00 2.63 88.6 2.6 1.21 <br /> 1 DC2-48-60-0-9E 6.29 11.50 10.38 16.0 16.00 0.50 • ' 0.5 1.20 <br /> Mast 1 <br /> 1 36"Dia FRP Shroud 117.00 36.00 36.00 275.0 275.00 29.2 1010.4 3.3 1.23 <br /> 0.00 0.00 <br /> 0.00 0.00 <br /> 0.00 0.00 <br /> Total 512.40 46.78 <br /> 1 NNH4-65C-R6-HG 95.98 25.19 9.25 144.4 144.40 16.79 591.7 3.8 1.26 <br /> 1 RRH 4T4R B12/14/29 24.00 14.10 7.80 94.8 94.80 2.35 79.0 1.7 1.20 <br /> 1 B25 RRH4x30 21.40 12.00 7.20 51.0 51.00 1.78 59.9 1.8 1.20 <br /> 1 B66A RRH4x45-49 25.80 11.80 7.20 56.8 56.80 2.11 71.1 2.2 1.20 <br /> Mast 2 <br /> 1 DC2-48-60-0-9E 6.29 11.50 10.38 16.0 16.00 0.50 0.5 1.20 <br /> 1 42"Dia FRP Shroud 112.00 42.00 42.00 305.0 305.00 32.67 1104.7 D r.7 1.21 <br /> 1 DC6-48-60-18 31.40 10.24 10.24 26.2 26.20 2.23 :.1 1.23 <br /> 0.00 0.00 <br /> Total 694.20 58.44 <br /> 1 Nokia AEQK 29.50 17.70 9.50 99.2 99.20 3.63 121.9 7 1.20 <br /> 1 DC2-48-60-0-9E 6.29 11.50 10.38 16.0 16.00 0.5' I 1.20 <br /> 1 36"Dia FRP Shroud 117.00 36.00 36.00 275.0 275.00 29.2: 1010.4 t 1.23 <br /> 1 <br /> Mast 3 <br /> Total 390.20 33.38 <br /> SHROUD SHIELDS <br /> (Total All Sectors 1596.80 138.60 OTHER <br /> APPURTENANCES <br /> Description By Date <br /> CCC 2/7/2023 <br /> 41=o 4 Wind Load for Antenna Supporting Checked Date <br /> ENGINEERING Structures <br /> Project Scale Sheet No. <br /> Port Gardner N.T.S. <br /> 250 4th Ave.South 11 <br /> Suite 200 Job No. <br /> 23007.126 <br /> Edmonds,WA 98020 <br />