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February 28, 2022 <br /> 96 Ft Monopole Tower Structural Analysis CC18U No 880407 <br /> Project Number 2078679, Order 601554,Revision 0 Page 26 <br /> Critical Deflections and Radius of Curvature - Design Wind <br /> Elevation Appurtenance Gov. Deflection Ttlt Twist Radius of <br /> Load Curvature <br /> ft Comb. in ft <br /> 95.00 MXO8FR0665-21 w/Mount Pipe 6 104.906 9.0540 0.0158 3390 <br /> 92.00 CCISeismic Tower Section 1-1 6 99.254 9.0413 0.0158 3390 <br /> 91.00 CCISeismic cui 6 97.375 9.0332 0.0158 3390 <br /> CU12PSM9P6XXX(1-1/2)From <br /> 0 to 96(86ft to96ft) <br /> 87.00 CCISeismic miscl 5/8 rod/step 6 89.899 8.9660 0.0157 1930 <br /> From 0 to 88(86ft to88ft) <br /> 85.13 CCISeismic Tower Section 2-1 6 86.427 8.9105 0.0155 1627 <br /> 85.00 ETCR-6541-121-16 w/Mount Pipe 6 86.196 8.9063 0.0155 1611 <br /> 81.00 CClseismic cui 6 78.885 8.7359 0.0151 1220 <br /> CUI2PSM9P6XXX(1-1/2)From <br /> 0 to 96(76ft to86ft) <br /> 80.50 CCISeismic(3)samsung 6 77.982 8.7101 0.0150 1184 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(76ft to85ft) <br /> 77.25 CCISeismic Tower Section 2-2 6 72.176 8.5196 0.0145 994 <br /> 75.00 VHLP1-23-1GR 6 68.231 8.3662 0.0141 894 <br /> 72.00 ACUTIME 2000 6 63.081 8.1364 0.0136 788 <br /> 71.00 CClseismic(3)samsung 6 61.394 8.0540 0.0134 758 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(66ft to76ft) <br /> 69.00 CCISeismic(15)belden 6 58.071 7.8808 0.0131 704 <br /> 9207(5116)From 0 to 72(66ft <br /> to72ft) <br /> 67.25 CCISeismic Tower Section 2-3 6 55.220 7.7209 0.0128 663 <br /> 61.00 CCISeismic(3)samsung 6 45.527 7.0950 0.0114 546 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(56ft to66ft) <br /> 57.25 CCISeismic Tower Section 2-4 6 40.124 6.6866 0.0106 493 <br /> 51.00 CCISeismic(3)samsung 6 31.910 5.9697 0.0091 424 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(46ft to56ft) <br /> 47.25 CCISeismic Tower Section 2-5 6 27.510 5.5275 0.0082 393 <br /> 42.50 CCISeismic Tower Section 3-1 6 22.566 4.9648 0.0071 397 <br /> 41.00 CCISeismic(3)samsung 6 21.152 4.7875 0.0068 409 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(36ft to46ft) <br /> 35.00 CCISeismic Tower Section 3-2 6 16.136 4.0806 0.0056 478 <br /> 31.00 (2)Street Light Wide 6 13.307 3.6110 0.0049 539 <br /> 25.00 CCISeismic Tower Section 3-3 6 9.720 2.9088 0.0039 667 <br /> 21.00 CCISeismic(3)samsung 6 7.700 2.4418 0.0032 793 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(16ft to26ft) <br /> 15.00 CCISeismic Tower Section 3-4 6 5.110 1.7429 0.0023 1110 <br /> 11.00 CClseismic(3)samsung 6 3.610 1.2777 0.0016 1513 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(6ft to16ft) <br /> 5.00 CCISeismic Tower Section 3-5 6 1.583 0.5806 0.0007 3327 <br /> 3.00 CCISeismic(3)samsung 6 0.944 0.3483 0.0004 3327 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85 Oft to6tt <br /> Compression Checks <br /> Pole Design Data <br /> Section Elevation size L Lu KUr A PU r Pn Ratio <br /> No. Pu <br /> ft ft ft W K K �P <br /> tnxTower Report-version 8.1.1.0 <br />