Laserfiche WebLink
5FA Design Group, ILL <br /> lliPROJECT NO. SHEET NO. <br /> STRUCTURAL { GEOTECHNICAL i SPECIAL INSPECTIONS MFR22-191 <br /> PROJECT DATE <br /> Evans 1/26/2023 <br /> SUBJECT BY <br /> Foundation Supportworks FS238B Bracket JAM <br /> Capacity of 518"f GRB7(125ksi)Threaded Rod <br /> 11 = 11 <br /> D= 0.625 in P e=4yA.. <br /> Ft= 125 ksi <br /> At= 0.226 in2 s — <br /> Capacity= 28.250 kips ,y4- <br /> Block Shear at 3/8"Plate i0 and 3 to 0 % -'� <br /> Tas= 0.3(58)('/e)(6)+0.5(58)('/8)(1) 5 <br /> = 50.025 kips - R <br /> Capacity of 3/e"Plate CD <br /> At= 1.781 in2 7-----_ I 1 r <br /> Ft= 21.600 ksi <br /> T= 38.475 kips 0 <br /> 1 = 0.004in' "' <br /> A= 0.188 in2 ( `�' <br /> r= 0.144in <br /> k= 1. 1/4" T ATE O lilt3 .' 3/8" RATE©2 <br /> 1= 6.56563in <br /> kl/r= 46.0 <br /> Fa= 20.350 ksi 3/=" TATE Q 0,2' S <br /> S= 0.431 in3 <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 /> Capacity of System(2 Sides)=7.71(2)=15.42kips(Bracket Only) <br /> c18 <br />