Laserfiche WebLink
BY G. OHANIAN RACK DEOI( N Sc ENCINEERIN( CO. SHEET NO 7 <br /> DATE. 4-20-2023 412 WEST BROADWAY, SUITE #204 JOB NO.. RD-21177 <br /> SUBJECT ( LENDALE, dA. 91204 <br /> E—MAIL: rackdedignl®gmail.com <br /> BASE PLATE (TYPES-2 & 3 BACK TO BACK) <br /> 4.7K 15.8"K E <br /> ANCH. TENSION = .14 K <br /> ANCHOR SHEAR = .12 K <br /> IQ I t=3/8" <br /> (4)-1/2"0 ANCHORS PER BASE PL., 3 1/2" EMB. � 10 01 ` — 0 i 0 <br /> HILTI KWIK BOLT-TZ2 ESR-4266 <br /> PERIODIC SPECIAL INSPECTION IS REQUIRED "'� <br /> n I O <br /> 6" <br /> MOMENT AT BEAM CONNECTION <br /> .5x.09x1 x65=2.9 K BEARING CAPACITY <br /> OF COL. HOLE 14.2 K <br /> 7/16"0 RIVET <br /> A = .1 Fy = 79 Ksl <br /> (------ [ _ 0 oi j <br /> Pa - .1x79x.4 = 3 K 15.0.K I 0 ® I 15.0"K <br /> 1 <br /> Ma = (2.9 Kx6")+(2.0Kx4") =25.4"K 4 PIN CONN. I 0 ® I� <br /> CONN. <br /> MEND- .01 xwl 2= 1.4I"K ®'i <br /> 1 �, <br /> M = 15.0'�K M = 16.4"K 15.8"K <br /> SEISMIC TOTAL <br /> OVERTURNING 4.7K 4.7K 4,7K TOP LEVEL 100% LOADING <br /> Ixl I xl <br /> MOT=.70 Kx4 x298"x0.66 =550"K M W= O.2DL+1.5LL 1.7 K LOAD PER COL. <br /> COL. <br /> 4x.70 K <br /> MR = 4.7 Kx4x50"= 940 K II , : V= .28 K <br /> NO UPLIFT Elpj N Is <br /> MOT .28Kx4 x280" = 314"K <br /> COL. <br /> PAIRS N MR = 1.7 Kx4x50"= 340"K <br /> `'M <br /> NO UPLIFT <br /> 44" 44" <br />