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Eil5FA Design Group. LIE <br /> STRUCTURAL I CIVIL PROJECT NO. SHEET NO.LAND USE PLANNING MFR22-156 <br /> PROJECT DATE <br /> Kobuke Residence Underpinning 8/19/2022 <br /> SUBJECT BY <br /> SafeBase-LD(Light Duty) MEK <br /> F <br /> Capacity of 3/4 Q GRB7(125ksi)Threaded Rod e = <br /> 1 = 11 <br /> D= 0.750in 5 <br /> Ft= 125 ksi 3)/2" <br /> At= 0.344 in2 <br /> Capacity= 42.950 kips r TAT <br /> Block Shear at_1/4"Plate CDt':= <br /> TBS= 0.3(58)(1/4)(4.625)+0.5(58)(1/4)(1) ,� RATE0= 27.369 kips ` — /-1/4" <br /> r Capacity of Weld ® t`# <br /> E70 Electrodes= 70 ksi <br /> Size of Fillet= 0.188 in \ :\ <br /> Length of Weld= 6.000 in J j <br /> Capacity of Per Inch of Fillet= 2.784 kli <br /> Capacity of Fillet= 16.705 kips <br /> R 3 <br /> Capaci of "Plate® /8„ RATE 3 O <br /> At= 1.125 in2 I <br /> Ft= 21.600 ksi 1 1 <br /> T= 24.300 kips 1 1 <br /> = 0.844 in4 �' 1 1 <br /> A= 1.125 in2 i I <br /> r= 0.866 in 3» 3/16" WELD 0 <br /> k= 1.00 <br /> = 7.387 in 3%2" <br /> kl/r= 9.0 10%2" <br /> Fa= 20.350 ksi 1•_2" <br /> S= 3.410in3 _ <br /> Fb= 27.000 ksi <br /> RMax= 30.857 kips <br /> Fv= 14.400 ksi <br /> VALLow= 10.800 kips t Limiting System Factor <br /> Results <br /> Capacity of System(2 Sides)=10.800(2)=21.600kips(Bracket Only) <br /> LP ILic <br />