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• <br /> SFA Design Group, LLC Egli <br /> PROJECT NO. SHEET NO. <br /> STRUCTURAL I GEOTECHNICAL I SPECIAL INSPECTIONS MFR20-014 <br /> PROJECT DATE <br /> Orme 3/2/2020 <br /> SUBJECT BY <br /> Foundation Supportworks FS238B Bracket MEK <br /> Capacity of 5/8"Q GRB7(125ksi)Threaded Rod <br /> i = 11 <br /> D= 0.625 in <br /> P e=4.4 <br /> Ft= 125 ksi <br /> At= 0.226 in2 rePSHI <br /> Capacity= 28.250 kips1 Block Shear at'/a"Plate O and 0to 0TBs= 0.3(58)(%)(6)+0.5(58)(%)(1) 5"= 50.025 kips <br /> 1 Capacity of%'Plate O <br /> At= 1.781 in2 <br /> Ft= 21.600 ksi <br /> T= 38.475 kips Lii_F <br /> k= 1.00 �/4" LATE Q w 3/g" RATE© <br /> 1= 6.563 in <br /> kl/r= 46.0 3 6)2- 5- <br /> Fa= 20.350 ksi /g RATE Q <br /> S = 0.431 in' <br /> Fb= 27.000 ksi <br /> RMAx= 7.714 kips t Limiting System Factor <br /> Fv= 14.400 ksi <br /> VALLOW= 29.025 kips <br /> Results <br /> t <br /> i <br /> Capacity of System(2 Sides)=7.71(2)=15.42kips(Bracket Only) I <br /> I <br /> 5 \ 10 <br />