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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 />Ecc <br /> T1 <br />Fh d <br /> V <br />Fv T2 <br />Fh (lb) Fv (lb)Ecc (in) d (in)T1 (lb) gov.V (lb) Stress % <br />526.6 204.0 12 67.0 299.8 102.0 7.41%OK <br />165.5 159.2 12 28.3 150.3 79.6 4.52%OK <br />402.4 173.0 12 59.0 236.4 86.5 6.01%OK <br />124.2 102.8 12 27.2 107.5 51.4 3.08%OK <br />77.9 132.4 12 14.9 145.6 66.2 4.07%OK <br />114.8 122.8 12 20.6 129.0 61.4 3.68%OK <br />90.8 108.9 12 17.5 120.1 54.4 3.35%OK <br />21.1 18.6 12 7.8 39.2 9.3 0.85%OK <br />0.0 0.0 12 0.0 #DIV/0!0.0 #DIV/0!#DIV/0! <br />0.0 0.0 12 0.0 #DIV/0!0.0 #DIV/0!#DIV/0! <br />0.0 0.0 12 0.0 #DIV/0!0.0 #DIV/0!#DIV/0! <br />0.0 0.0 12 0.0 #DIV/0!0.0 #DIV/0!#DIV/0! <br />0.0 0.0 12 0.0 #DIV/0!0.0 #DIV/0!#DIV/0! <br />FU=60.0 ksi <br />Bolt Diameter=0.5 in <br />Max V=0.102 kip <br />Max T=0.300 kip <br />Φ (Resistance Factor) =0.75 <br />Ab =0.196 in^2 <br />Fnv =24 ksi (A307) <br />Fnt =45 ksi (A307) <br />fv = Vu bolt / Ab =0.5 ksi <br />Vallow = Φ Fnv Ab =3.5 kip >0.102 kip OK <br />Tallow = Φ Fnt Ab =6.6 kip >0.300 kip OK <br />Combined Shear and Tension: <br />F'nt = 1.3F'nt -(Fnt x fv)/ΦFnv < Fnt =57.8 kip <45 kip =45 kip <br />Rn = F'nt x Ab =8.836 kip <br />ΦRn = F'nt x Ab =6.627 kip >0.300 kip OK <br />RRUS 32 B30 <br />RRUS 4449 B5/B12 <br />RRUS 4890 B25/B66 <br />RRUS 4494 B14/B29 <br />COMMSCOPE CBC61923T-DS-43 <br />0 <br />1/2" ø A-307 U-Bolt @ Top & Bottom <br />Appurtenance Anchorage <br />0 <br />0 <br />0 <br />Wind and Seismic Analysis for Appurtenances per ASCE 7-16 & TIA 222-H <br />KATHREIN 800-10964K <br />COMMSCOPE NNH4-65A-R6H4 <br />ERICSSON AIR6419 B77D <br />0 <br />AT&T <br />CLU3418 <br />20 of 39