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project by CASA <br /> location date 5/23/2025 <br /> client job no. 22-115 <br />CLU3236/CLL03236 <br />2333 NORTH BROADWAY <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) DCR % <br />448.2 168.1 12 71.2 252.4 84.0 6.19%OK <br />162.4 188.7 12 31.0 154.2 94.3 5.00%OK <br />472.6 224.0 12 78.7 270.4 112.0 7.25%OK <br />316.2 180.8 12 72.0 188.2 90.4 5.40%OK <br />96.8 103.1 12 23.0 102.2 51.5 3.00%OK <br />69.4 93.2 12 16.5 102.5 46.6 2.87%OK <br />61.9 96.6 12 15.0 108.5 48.3 3.00%OK <br />96.8 103.1 12 23.0 102.2 51.5 3.00%OK <br />109.9 103.1 12 27.2 100.4 51.5 2.97%OK <br />116.5 103.1 12 20.4 118.9 51.5 3.25%OK <br />65.4 112.1 12 15.0 122.4 56.1 3.43%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 />FU=60.0 ksi <br />Bolt Diameter=0.5 in <br />Max V=0.112 kip <br />Max T=0.270 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 =0.6 ksi <br />Vallow = Φ Fnv Ab =3.5 kip >0.112 kip OK <br />Tallow = Φ Fnt Ab =6.6 kip >0.270 kip OK <br />Combined Shear and Tension: <br />F'nt = 1.3F'nt -(Fnt x fv)/ΦFnv < Fnt =57.7 kip <45 kip =45 kip <br />Rn = F'nt x Ab =8.836 kip <br />ΦRn = F'nt x Ab =6.627 kip >0.270 kip OK <br />QUINTEL QS6658-3E <br />RRUS-4478 B5 <br />RRUS 4415 B25 <br />RRUS 4426 B66 <br />RRUS-4478 B14 <br />RRUS-32 B30 <br />1/2" ø A-307 U-Bolt @ Top & Bottom <br />Appurtenance Anchorage <br />RRUS 4478 B12A <br />0 <br />0 <br />Wind and Seismic Analysis for Appurtenances per ASCE 7-16 & TIA 222-H <br />CCI TPA-65R-BU6DA-K <br />KATHREIN 800-10965K <br />ERICSSON AIR6449 N77D <br />RRUS-E2 B29 <br />AT&T <br />CLU3236/CLL03236 <br />Page 20 of 20