Laserfiche WebLink
BY G. OHANIAN <br />DATE ..5,-3-2022........ <br />SUBJECT ........................... <br />BASE PLATE <br />ANCH. TENSION = 0 <br />ANCHOR SHEAR = .14 K <br />RACK DESIGN & ENGINEERING CO. SHEET No............6........... <br />41,2 "OT BROADIfAY, QUITE #204 JOB NO....RD-20890 <br />GILENDALE, dA. 91-204 <br />E-iAIL: rackde0igniOgmail.com <br />(2)-1/2"0 ANCHORS PER BASE PL., 3 1/2" EMB. <br />HILTI KWIK BOLT—TZ ESR-1917 <br />PERIODIC SPECIAL INSPECTION IS REQUIRED <br />MOMENT AT BEAM CONNECTION <br />5x.07x1 x65=2.3 K <br />7/16"0 RIVET <br />A = .1 Fy = 79 KSI <br />Pa = .1 x79x.4 = 3 K <br />BEARING CAPACITY <br />OF COL. HOLE <br />Ma = (2.3 Kx4")+(1.1 Kx2") = 11.4 "K 3 PIN CONN. <br />CONN. <br />MEND =.01XW12— 1.9 K <br />M = 6.8 K M = 8.7 K <br />SEISMIC TOTAL <br />OVERTURNING <br />M �T =.42 Kx2 x 138"xO.66 = 77 "K <br />COL. <br />M R = 3.2 Kx42" = 134 "K <br />NO UPLIFT <br />3.2 K 3.2 K <br />�1 x I <br />/ \ M <br />2x.42 K <br />00 0 <br />M N <br />42" <br />6.8'K <br />3�2 K 8.2 ) <br />t=3/8" <br />O 0 <br />i <br />Lr) --- i --- <br />o Cod <br />5.4 K <br />TOP LEVEL 100% LOADING <br />W= 0.2DL+2.OLL= 2.2 K LOAD PER COL. <br />V= .32 K <br />m pT = .32 Kx2 x 120" = 78 K <br />COL. <br />M R = 2.2 Kx42" = 93 "K <br />NO UPLIFT <br />