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BOLT PROPERTIES <br />FOR A307 Gr. A HEX BOLTS <br />D =0.375 in <br />Fu =60.00 ksi (ULTIMATE TENSILE STRENGTH) <br />SHEAR PLANE <br />THRU THREADS?YES <br />*SEE (C-J3-3 & C-J3-4 FOR CALCULATION OF SHEAR STRESS BELOW) <br />BOLT CAPACITY <br />Ab =0.110 in2 <br />Fnt =45.0 ksi <br />Fnv =27.0 ksi <br />φ =0.75 <br />SHEAR STRESS FOR COMBINED LOADING <br />Vu =0.10 kips <br />frv = Vu/Ab =0.88 ksi <br />COMBINED LOADING PER J3.7 OF AISC 360-16 <br />PER EQUATION J3-2: <br />Tu =0.29 kips <br />φRn = 0.75F'ntAb ≥ Tu <br />MIN[F'nt = 1.3Fnt - (Fnt/φFnv)frv ; Fnt] =45.00 ksi <br />φRn = 0.75F'ntAb =3.73 kips > Tu BOLT/STUD OKAY! <br /> JOB NAME: SANTA ANA MEMORIAL PARK AQUATICS CENTER M. W. SAUSSE' & CO., INC. <br /> CUST.: WEST-TECH MECHANICAL PREPARED BY : <br />MECH. ENGR.: DATE : <br />MARK: CU- 2, 3, 4, 5, 6, 7, 8, 9 (RES)SHEET NO. : <br />SPECIALIZED STEEL BOLT STRENGTH DESIGN - LRFD - AISC 360-16 <br />USE 3/8" DIA. A307 GR. A HEX BOLT W/ NUT & <br />WASHER <br />PDG <br />10-Dec-25 <br />P26681-S8076-C10.2 <br />12/10/2025 <br />27