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8 <br />6n <br />Ime <br />c.n71oafiun I <br />P., Tower Relocations - 40-26 Pkg #2 JRB <br />bedw Everett, WA 01/23/24 <br />lqjff d" Boeing ion <br />r- Unistrut Calcs <br />Ans6r Ua, <br />41wi Lwvf. 00%l nL <br />4.25 <br />% <br />tj ANCHOR LOADS <br />Anchor N fib] Vx [1131 <br />Vy [lb] <br />50 <br />0 <br />1.279 50 <br />0 <br />3 1.279 50 <br />0 <br />- 0 50 <br />0 <br />r7n <br />L; ANCHOR DESIGN <br />Tension <br />Concrete breakout <br />78 <br />Shear <br />4- <br />Pryout 4% <br />V <br />Cornbrat an <br />66 %o <br />V <br />Loads (See Pg. B06) <br />Typi- <br />Moments [ft-lb] <br />vx My Mz <br />200 <br />1,000 0 <br />B08 <br />