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BY G. OHANIAN RACK DEOIC N & ENC INEERINC4 CO. SHEET NO 6 <br /> DATE 4-2-2024 412 WEOT BROADWAY, QUITE #204 JOB NO. RD-21421 <br /> SUBJECT dLENDALE, dA. 91204 <br /> E-MAIL: rackdedignl®gmail.com <br /> BASE PLATE <br /> 1.3K 6.8 ••K <br /> ANCH. TENSION = •47 K "/// <br /> ANCHOR SHEAR = .08 K <br /> IQ 01 t=3/8„ <br /> (2)-1/2"0 ANCHORS PER BASE PL., 3 1/2" EMB. E � �. . <br /> HILTI KWIK BOLT—TZ2 ESR-4266 ' - • ° Co I a <br /> PERIODIC SPECIAL INSPECTION IS REQUIRED "' ' 2 1' .' • T <br /> 6" <br /> MOMENT AT BEAM CONNECTION <br /> .5x.07x1 x65=2.3 K BEARING CAPACITY <br /> OF COL. HOLE 4.5 K <br /> 7/16"0 RIVET <br /> A = .1 Fy = 79 KSI <br /> (--- 0 0 in <br /> Pa = .1 x79x.4 = 3 K <br /> 5.6••K i ® ® i 5.6•�K <br /> Ma = (2.3 Kx4")+(1.1 Kx2") = 1 1.4"K 3 PIN CONN. <br /> CONN. <br /> MEND-.O 1 xwI 2= 1.3 K I I <br /> M = 5.6"K M =6.9••K 6.8"K <br /> SEISMIC TOTAL <br /> QVERTURNyING 67% LOADING 1.3KI 7I3K TOP LEVEL 100% LOADING <br /> M =61 "K I/x\I ;° W= 0.2DL+0.8LL 1.0 K LOAD PER COL. <br /> COL. <br /> MR = 1.3 Kx44"= 58 K .24K I .24K V= .19 K <br /> UPLIFT = 61-58 =.05 K Ell <br /> mMOT=.19 Kx2 x17E" = 66K <br /> 44" COL. <br /> MR = 1.0 Kx44"_ 42"K <br /> Al. <br /> UPLIFT = 6 44"2 55K <br /> 44" <br /> LP i(j) <br />