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WELD CONNECTION CHECK <br /> FBD V <br /> T: W = 2.47k <br /> V: DL= 2.16k <br /> T <br /> 1/4"X4"WELD Ru = SQRT(T2+Vz) =3.28k <br /> Wn = 1.392(D)(1) = 22.3k< Ru <br /> D = 4 (1/4") <br /> 1 = 4" <br /> NOTE: (LOAD IS CONSERVATIVE, NOT CONSIDERING ANGLE <br /> BRACE) EXISTING PARAPET CONNECTION L <br /> BRACKET WELD IS ADEQUATE <br /> WELD CONNECTION CHECK <br /> FBD T: W = 2.47k <br /> V: DL= 2.16k <br /> V <br /> FJ T <br /> PL1/4"x3"X0'-6" PER HILTI WHS STUD <br /> CONNECTION IS <br /> (2)1/2"X 4° ADEQUATE <br /> WHS <br /> NOTE: (LOAD IS CONSERVATIVE, NOT CONSIDERING ANGLE <br /> BRACE) <br /> C 4 Mw Description Member Calculations 'y MRD Date11/22/2024 <br /> ENGINEERING checked Date <br /> 250 4th Ave.South Scale NTS Sheet No21 <br /> Suite 200 <br /> Edmonds,WA 98020 Project SE01510A Downtown Everett-Wall Job No. <br /> 425.778.8500 <br /> www.cgengineering.com 24088.614 <br />