Laserfiche WebLink
February 28, 2022 <br /> 96 Ft Monopole Tower Structural Analysis CCI BU No 880407 <br /> Project Number 2078679, Order 601554, Revision 0 Page 25 <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Load Curvature <br /> ft Comb. in ft <br /> 95.00 MX08FR0665-21 w/Mount Pipe 47 36.517 3.1369 0.0051 9332 <br /> 92.00 CCISeismic Tower Section 1 -1 47 34.546 3.1328 0.0051 9332 <br /> 91.00 CCISeismic cui 47 33.890 3.1300 0.0051 9332 <br /> CUI2PSM9P6XXX(1-1/2)From <br /> 0 to 96(86ft to96ft) <br /> 87.00 CCISeismic miscl 5/8 rod/step 47 31.284 3.1070 0.0051 5329 <br /> From 0 to 88(86ft to8811) <br /> 85.13 CCISeismic Tower Section 2-1 47 30.074 3.0879 0.0051 4504 <br /> 85.00 ETCR-6541-12H6 w/Mount Pipe 47 29.993 3.0864 0.0051 4459 <br /> 81.00 CCISeismic cui 47 27.445 3.0276 0.0050 3393 <br /> CU12PSM9P6XXX(1-1/2)From <br /> 0 to 96(76ft to86ft) <br /> 80.50 CCISeismic(3)samsung 47 27.130 3.0187 0.0050 3295 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(76ft to85ft) <br /> 7725 CCISeismic Tower Section 2-2 47 25.107 2.9528 0.0050 2773 <br /> 75.00 VHLP1-23-1GR 47 23.733 2.8997 0.0049 2498 <br /> 72.00 ACUTIME 2000 47 21.939 2.8202 0.0047 2202 <br /> 71.00 CCISeismic(3)samsung 47 21.351 2.7916 0,0047 2118 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(66ft to76ft) <br /> 69.00 CCISeismic(15)belden 47 20.194 2.7317 0.0046 1968 <br /> 9207(5/16)From 0 to 72(66ft <br /> to72ft) <br /> 67.25 CCISeismic Tower Section 2-3 47 19.201 2.6763 0.0044 1853 <br /> 61.00 CCISeismic(3)samsung 47 15.826 2.4595 0.0040 1532 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(56ft to66ft) <br /> 5725 CCISeismic Tower Section 2-4 47 13.945 2.3179 0.0037 1388 <br /> 51.00 CCISeismic(3)samsung 47 11,087 2.0695 0.0032 1199 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(46ft to56ft) <br /> 47.25 CCISeismic Tower Section 2-5 47 9.556 1.9162 0.0029 1116 <br /> 42.50 CCISeismic Tower Section 3-1 47 7.836 1.7212 0.0025 1128 <br /> 41.00 CCISeismic(3)samsung 47 7.344 1.6597 0.0024 1165 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(36ft to46ft) <br /> 35.00 CCISeismic Tower Section 3-2 47 5.600 1.4147 0.0020 1363 <br /> 31.00 (2)Street Light Wide 41 4.617 1.2519 0.0017 1539 <br /> 25.00 CCISeismic Tower Section 3-3 41 3.373 1.0085 0.0014 1908 <br /> 21.00 CCISeismic(3)samsung 41 2.671 0.9466 0.0011 2271 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(16ft to26ft) <br /> 15.00 CCISeismic Tower Section 3-4 41 1.773 0.6043 0.0008 3180 <br /> 11.00 CCISeismic(3)samsung 41 1.252 0.4430 0.0006 4336 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85(6ft to16ft) <br /> 5.00 CCISeismic Tower Section 3-5 41 0.549 0.2013 0.0003 9538 <br /> 3.00 CCISeismic(3)samsung 41 0.327 0.1208 0.0002 9538 <br /> telecommunications TYPE 2(1- <br /> 7/16)From 0 to 85 Oft to6ft) <br /> Maximum Tower Deflections - Design Wind <br /> Section Elevation Horz. Gov. Tilt Twist <br /> No. Deflection Load <br /> ft in Comb. ° <br /> L1 96-88 106.793 6 9,0563 0.0158 <br /> L2 88-42.25 91.761 6 8.9891 0.0157 <br /> L3 45-0 25.079 6 5.2608 0.0076 <br /> tnxTower Report-version 3.1.1.0 <br />