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project by CASA <br /> location date 10/14/2024 <br /> client job no. 24-209 <br />LA02034A <br />5117 3/4 W. FIRST ST <br />CBG <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 />157.4 78.3 12 31.1 108.9 39.2 2.75%OK <br />518.6 157.9 12 72.0 285.6 78.9 6.54%OK <br />108.8 131.6 12 21.8 126.8 65.8 3.78%OK <br />110.8 160.8 12 19.6 153.9 80.4 4.60%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 />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=0.080 kip <br />Max T=0.286 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 =0.4 ksi <br />Vallow = Φ Fnv Ab =3.5 kip >0.080 kip OK <br />Tallow = Φ Fnt Ab =6.6 kip >0.286 kip OK <br />Combined Shear and Tension: <br />F'nt = 1.3F'nt -(Fnt x fv)/ΦFnv < Fnt =58.0 kip <45 kip =45 kip <br />Rn = F'nt x Ab =8.836 kip <br />ΦRn = F'nt x Ab =6.627 kip >0.286 kip OK <br />RRUS 4460 B25+B66 <br />0 <br />0 <br />0 <br />0 <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 />ERICSSON AIR6419 B41 <br />RRUS 4480 B71+B85 <br />APXVAALL18 43-U-NA20 <br />0 <br />T-MOBILE <br />LA02034A <br />8 of 28