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project by CASA <br /> location date 6/9/2025 <br /> client job no. 25-181 <br />CLU3418 <br />3000 WEST MACARTHUR <br />SMARTLINK <br />Wp (lb) <br />144.8 <br />113.1 <br />122.8 <br />73.0 <br />94.0 <br />87.2 <br />77.3 <br />13.2 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />DL ELat EVert W L <br />LC1 1.4 0 0 0 0 <br />LC2 1.2 0 0 1 0 <br />LC3 1.2 1 1 0 0 <br />Total Vert Total Horiz Total Vert Total Horiz Total Vert(+Ev)Total Horiz Vertical Horizontal <br />202.7 0.0 173.8 526.6 204.0 90.6 204.0 526.6 <br />158.3 0.0 135.7 165.5 159.2 70.7 159.2 165.5 <br />171.9 0.0 147.4 402.4 173.0 76.8 173.0 402.4 <br />102.2 0.0 87.6 124.2 102.8 45.7 102.8 124.2 <br />131.6 0.0 112.8 77.9 132.4 58.8 132.4 77.9 <br />122.1 0.0 104.6 114.8 122.8 54.6 122.8 114.8 <br />108.2 0.0 92.8 90.8 108.9 48.4 108.9 90.8 <br />18.5 0.0 15.8 21.1 18.6 8.3 18.6 21.1 <br />0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 <br />0 <br />0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />RRUS 4449 B5/B12 <br />0 <br />0 <br />0 <br />ELat (lb) <br />90.6 <br />76.8 <br />45.7 <br />77.9 <br />LRFD Load Combinations <br />114.8 <br />0.0 <br />COMMSCOPE NNH4-65A-R6H4 <br />Load Case 1 Load Case 2 Load Case 3 Factored Design Forces (lb) <br />KATHREIN 800-10964K <br />ERICSSON AIR6419 B77D <br />RRUS 32 B30 <br />RRUS 4890 B25/B66 <br />RRUS 4494 B14/B29 <br />COMMSCOPE CBC61923T-DS-43 <br />0 <br />0 <br />Factored Loads <br />0 0.0 0.0 0.0 <br />KATHREIN 800-10964K <br />COMMSCOPE NNH4-65A-R6H4 <br />RRUS 4890 B25/B66 <br />Wind and Seismic Analysis for Appurtenances per ASCE 7-16 & TIA 222-H <br />Design Loads Summary <br />Seismic Forces Wind Forces <br />54.6 <br />0.0 <br />0.0 <br />124.2 <br />165.5 <br />RRUS 4494 B14/B29 <br />COMMSCOPE CBC61923T-DS-43 <br />Item FA Max. (lb) <br />526.6 <br />48.4 <br />8.3 <br />+/- Evert (lb) <br />30.2 <br />25.6 <br />15.2 <br />19.6 <br />18.2 <br />16.1 <br />2.8 <br />90.8 <br />21.1 <br />*Max Wind and Seismic forces will be analyzed in each orthogonal <br />direction for each component. The worst case appurtenance <br />loading will be used for the (E) mount structure. <br />0 0.0 0.0 0.0 <br />58.8 <br />RRUS 32 B30 <br />RRUS 4449 B5/B12 <br />ERICSSON AIR6419 B77D 70.7 23.6 <br />402.4 <br />AT&T <br />CLU3418 <br />19 of 39