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EN <br /> 5FA Design Group, LLC PROJECT NO. SHEET NO. <br /> STRUCTURAL I GEOTECHNICAL I SPECIAL INSPECTIONS MFR20-014 <br /> PROJECT DATE <br /> Orme Residence Underpinning 3/2/2020 <br /> SUBJECT BY <br /> Foundation Supportworks FS288BL Bracket MEK <br /> LCapacity of 3/4"0 GRB7(125ksi)Threaded Rod <br /> T) = 11 , <br /> D= 0.750 in <br /> Ft= 125 ksi „ <br /> At= 0.344 in2 e = 4/4 <br /> Capacity= 42.950 kips <br /> 1 Block Shear at%" Plate 10 and OO to 20 PI <br /> Tes= 0.3(58)(%)(11)+0.5(58)(%)(2) <br /> = 93.525 kips I R <br /> I Capacity of Weld 0 .ftI ty" <br /> E70 Electrodes= 70 ksi <br /> Size of Fillet= 0.188 in 3/8" RATE 0 3/8" RATE Q2 <br /> Length of Weld= 11.000 in 1 <br /> Capacity of Per Inch of Fillet= 2.784 kli ' M1•I-Z.=1111.�� <br /> Capacity of Fillet= 30.627 kips 3 I� 1 , <br /> r <br /> 011 <br /> Capacity of Plate OO /tfi WEB© `� - J <br /> At= 3.188 in2 ` <br /> _ <br /> Ft= 21.600 ksi ^N f I I r <br /> T= 68.850 kips 3/8" RATE© II, NlIc <br /> 1= 0.031 in4 mg... �� f <br /> A= 0.375 in2 mom <br /> I <br /> r= 0.289 in <br /> k= 1.00 <br /> I= 8.500 in I)/2" <br /> kl/r= 30.0 6" <br /> Fa= 20.350 ksi <br /> S= 4.516 in' <br /> Fb= 27.000 ksi <br /> RMAx= 15.429 kips 4 Limiting System Factor <br /> Fv= 14.400 ksi <br /> VALLOW= 43.200 kips <br /> E Results <br /> t <br /> I Capacity of System Sides) 15.43 2 -30.86ki s(Bracket Only) t <br /> p Y Y (2 = l )- p I <br /> '/ \u <br />