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Monopole IBC Edition:2018 Topographic Feature: N/A Soil Class: D (Default) <br />78 ft TIA/EIA Code: H H (Crest Height) = 99999 ft SS:1.277 <br />74 ft Ultimate Wind Speed (No Ice) = 95 mph (3-s gust)L (Slope Distance) = 99999 ft S1:0.458 <br />1.00 Ultimate Wind Speed (With Ice) = 0 mph (3-s gust)x (Distance from Crest) = 99999 ft SDS:1.022 <br />II Ice Thickness 0 in SD1:0.546 <br />Yes Exposure Category C R: 2 <br />Tower Base Elevation (AMSL) 35 ft CS:0.511 <br />AS:3 <br />Member Type Length (in)Side (Longest <br />seeing wind) (in)Other Side (in)Calculated Dc, for <br />ice weight (in) <br />Dc, for ice weight <br />(in) <br />Area Type <br />(Round or Flat)Ka <br />User's Wind <br />Multiplier <br />Normal Ice Wind Force <br />(lb/ft)*Ice Weight (lb/ft)*Member Weight <br />(lb/ft) <br />Seismic Shear Force, <br />VS (lb/ft) <br />Vertical Seismic Load <br />Effect, EV (lb/ft) <br />Pipe 130.000 3.5 3.5 0 3.50 Round 0.90 1.00 0.00 0.00 7.58 11.62 1.55 <br />Square/Rect. 48.000 4 4 0 5.66 Flat 0.90 1.00 0.00 0.00 11.47 17.57 2.34 <br />Pipe 18.000 4.5 4.5 0 4.50 Round 0.90 1.00 0.00 0.00 10.80 16.55 2.21 <br />Pipe 96.000 2.375 2.375 0 2.38 Round 0.90 1.00 0.00 0.00 3.66 5.61 0.75 <br />*All forces are unfactored. <br />Loading Elevation (ft) Height (in) Front Width (in) Side Depth (in) Wt (lbs) Type for Area Front Shielding <br />(%) <br />Side Shielding <br />(%) <br />Ka and/or block <br />shielding <br />Normal Wind <br />Force (lbs)* <br />Wt (lbs) (no <br />ice)* <br />Normal Wind Force (lbs) <br />(w/ ice)* <br />Wt (lbs) (only <br />ice)* <br />Appurtenance Wt <br />(lbs) <br />Seismic Shear Force, <br />VS (lbs) <br />Vertical Seismic Load <br />Effect, EV (lbs) <br />(3)AIR6449 B77D+AIR6419 B77G STACKED 75 72 18.7 12.6 147 Flat 0% 0%0.90 276.88 147.00 0.00 0.00 147.00 225.26 30.04 <br />(3)QD8612-7 74 96 18.1 9.6 127 CFD 0% 0%0.90 363.95 127.00 0.00 0.00 127.00 194.61 25.95 <br />(3)QS8658-3E 74 96 12 9.6 98 Flat 0% 0%0.90 268.73 98.00 0.00 0.00 98.00 150.18 20.02 <br />(3)NNH4-65C-R6-V3 74 95.9 19.6 7.7 102.5 CFD 0% 0%0.90 228.50 102.50 0.00 0.00 102.50 157.07 20.94 <br />(3)RRUS-4449 B5/B12 74 17.9 13.19 9.44 71 Flat 0% 0%0.90 46.11 71.00 0.00 0.00 71.00 108.80 14.51 <br />(3)RRUS-8843 B2/B66A 74 14.96 13.19 11.1 75 Flat 0% 0%0.90 38.54 75.00 0.00 0.00 75.00 114.93 15.32 <br />(3)RRUS-4478 B14 74 16.5 13.4 7.7 59.9 Flat 0% 0%0.90 43.18 59.90 0.00 0.00 59.90 91.79 12.24 <br />(3)RRUS-E2 B29 74 20.4 18.5 7.5 52.9 Flat 0% 0%0.90 73.70 52.90 0.00 0.00 52.90 81.06 10.81 <br />(3)RRUS-4415 B30 74 14.96 13.18 5.04 42.9 Flat 0% 0%0.90 38.51 42.90 0.00 0.00 42.90 65.74 8.77 <br />(4)DC9-48-60-24-8C-EV 74 31.4 10.24 18.28 26.2 Round 0% 0%0.90 37.29 26.20 0.00 0.00 26.20 40.15 5.35 <br />*All forces are unfactored. <br />Ice OutputSection Sets <br />Standoff Arm <br />Normal Wind Force (lb/ft)*Mount Components <br />Face Horizontal 9.11 <br />Ice Output <br />Structure Height: <br />Topographic InputsStructure Information Code Specifications <br />Structure Type: <br />Seismic Inputs <br />No IceShieldingAppurtenances <br />Appurtenance Model <br />TIA-222-H: Mount Analysis Wind Loading <br />214755_CLL01583_SCE FAIRVIEW SUBSTATIO <br />2023723.21.214755.02 <br />No Ice <br />13.60 <br />Vertical 7.16 <br />Mount Pipe 6.18 <br />z (Mount Centerline) = <br />Gh (Mount Gust Effect Factor) = <br />Risk Category: <br />Seismic Output <br />Seismic Output <br />Rooftop/Penthouse Mounted? <br />4111 3%4 S Main St Unit <br />#WCC0112/13/2024