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Page Job Page <br /> tnxTower Job SEA Dagmar 15 of 18 tnxTower SEA Dagmar 16 of 18 • <br /> Project Date Project Date <br /> ABC Engineering ABC Engineering <br /> 1234 Ir:Jones St Verizon Wireless Antenna Modifications 08:33:45 09/18/17 1234 B:Jones 51 Verizon Wireless Antenna Modifications 08:33:45 09/18/17 <br /> Sn,oO,40e.P4 12345 Client Designed by Smallvile.P4 12345 Client Designed by <br /> Phone:(555)555-1_34 New Wave Architecture nidi(! Phone:(555)555.1234 New Wave Architecture nick! <br /> RV:(555)555.1235 FAX:(555)555-1235 <br /> 27 Yes 17 0.00011884 0.00004920 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> 28 Yes 18 0.00010218 0.00004035Load Curvature <br /> 29 Yes 17 0.00011842 0.00005620 R Comb, ° ft <br /> 30 Yes IS 0.00010208 0.00005846 150' Luminaire 62 8.754 0.4199 0.0000 256353 <br /> 3! Yes 17 0.00011830 0.00008073 148' CWX063-3(13000 62 8.578 0.4197 011000 256333 . <br /> 32 Ycs 18 0.0001020 0.00005990 142' CWX063-X13000 62 8.050 0.4189 0.0000 160221 <br /> 33 Yes 17 0.0001182 0.00008330 140' Flag Load 62 7.874 0.4184 0.0000 128176 <br /> 34 Ycs 6 0.0000000 0.00000001 135' Amplienol Smart Bias-T 62 7.437 0A166 9.0000 85463 <br /> 35 Yes 16 0.0000000 0.00004145 <br /> 36 Yes 16 0.0000000 0.00004211 <br /> 37 Yes 16 0.0000000 0.00004235 <br /> 38 Yes 16 0.0000000 0.00004207 <br /> 39 Yes 16 0.0000000 000001132 <br /> 40 Yes 16 0.0000000 0.00004228 Maximum Tower Deflections-Design Wind <br /> 41 Yes 16 0.0000000 0.00004261 <br /> 42 Yes 16 0.0000000 0.000(14242 Section Elevation Ham Gov. Tilt Twist <br /> 43 Yes 16 0.0000000 0.00004179 <br /> 44 Ycs 16 0.0000000 0.00004275 No. DcJiccrion Load ° ° <br /> 45 Yes 16 0.0000000 0.00004304 R in Comb. <br /> 46 Ycs 16 0.0000000 0.00001278 <br /> LI 150-130.99 43.689 10 2.20190.0063 <br /> 47 Ycs 16 0,0000000 0.00004191 L2 13.99.826589 34.956 10 2.16589 0.0462 <br /> 48 Ya 16 0.0000000 0.00004259 L3 87.30281-41.2891 17.010 10 1.6636 0.0036 <br /> 49 Yes 16 0.0000000 000004280 Li 46.7083-0 5.376 10 1.0074 0.0027 <br /> 50 Yes 16 0.0000000 .0.00004246 <br /> 51 Yes 16 000000181 0.00003939 <br /> 52 Yes 16 0.0000000 0.00003751 <br /> 54 Yes 16 0.0000900 <br /> .0 0 0 0.00003686 7Critical Deflections and Radius of Curvature-Design Wind <br /> 55 Ycs 16 0.0000000 000003937 <br /> 56 Yes 16 0.0000000 0,00003752 Elevoton appurtenance Gov. Deflection Tilt Twist Radius of <br /> 57 Ycs 16 0.0000000 0.00003689 Load Curvature <br /> 58 Yes 16 0.0000000 0.00003755 R Comb. in ° o R <br /> 59 Ycs 16 0.0000000 0.00003945 <br /> 60 Yes 16 0.0000000 0.00003759 140' Luminaire 10 42.762 2.2010 0.0063 34347 <br /> 61 Yes 16 0.0000000 0.00003695 142' CWX06X063-XX13000 10 42.762 2.2010 0.0063 214644 <br /> 62 Ycs 16 0.0000000 0.00003760 142' CW'lag Load <br /> 10 39.065 2.1934 0.0063 27171 <br /> 63 Yes 16 0.(1000000 0,00003947 110' Flag Load 10 39.065 2.1934 0.0063 17171 <br /> 61 Yes I6 0,0000000 0.00003758 135' Amphcnol Small Bias-T 10 36.774 2.1816 0.0063 11449 <br /> 65 Yes 16 0.0000000 0.00003692 <br /> 66 Yes 16 00000000 0.00003754 <br /> Base Plate Design Data <br /> Maximum Tower Deflections-Service Wind Plate Number Anchor Bolt actual Actual actual Actual Controlling Ratio <br /> Thickness of Anchor Size allowable Allowable Allowable allowable Condition <br /> Section Elevation Non. Gov. nut raise Bolts Ratio Ratio Ratio Ratio <br /> No. Deflection Load Bolt Bolt Plate Sumer <br /> Tension Compression Stress Stress <br /> /t Comb. ° ° m in lb lb Ad Ass <br /> LI 150-13099 8.754 62 0,4199 0.0000 <br /> 1.7500 8 1.2500 86216.94 9(5272.27 28.675 Plate 0.53 <br /> 13 7.328-41.209 7.569 62 0.3374 0.0000 223654.40 371266.30 54.000 <br /> 1.3 57.36.7083.2891 3.569 62 0.3374 0.0000 0.39 0.24 0.5.3 <br /> la 46,7083-0 1.160 62 0.2140 0.0000 <br /> Critical Deflections and Radius of Curvature-Service Wind Compression Checks <br /> Elevation Appurtenance Gov. Deflection Tilt Twist Radius of <br /> Loada Comb. in ° ° Co%eco Pole Design Data <br /> t!f ; 1'-' O. c Y. o,c, <br /> 1,,,,,,-,. Ailcc.d'Fa•q c a.1 ljdno" ) oVG <br /> pt:2 7l4-ZZ(, Z.R. <br />