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7/19/2024 <br /> Sheet A.6 <br />Prepared by PB <br />Checked by AY <br />Target T0286- Santa Ana – Final Report PPE-05184.03 <br />Applied loading <br />Beam loads <br /> Dead self weight of beam ´ 1 <br /> Dead point load 158 lb at 15.96 in <br /> Dead point load 158 lb at 31.92 in <br /> Dead point load 158 lb at 47.88 in <br /> Dead point load 158 lb at 63.84 in <br /> Dead point load 158 lb at 79.80 in <br /> Dead point load 158 lb at 95.76 in <br /> Dead point load 158 lb at 111.72 in <br /> Dead point load 158 lb at 127.68 in <br /> Dead point load 158 lb at 143.64 in <br /> Dead point load 158 lb at 159.60 in <br /> Dead point load 158 lb at 175.56 in <br /> Dead point load 158 lb at 191.52 in <br /> Dead point load 158 lb at 207.48 in <br /> Dead point load 158 lb at 223.44 in <br /> Dead point load 158 lb at 239.40 in <br /> Dead point load 158 lb at 255.36 in <br /> Dead point load 158 lb at 271.32 in <br /> Dead point load 158 lb at 287.28 in <br /> Dead point load 158 lb at 303.24 in <br />Span 1 loads <br /> Dead point load 158 lb at 319.20 in <br /> Dead point load 158 lb at 335.16 in <br /> Dead point load 158 lb at 352.80 in <br /> Dead point load 158 lb at 0.00 in <br />Load combinations <br />Load combination 1 Support A Dead ´ 1.40 <br /> Live ´ 0.00 <br /> Span 1 Dead ´ 1.40 <br /> Live ´ 0.00 <br /> Support B Dead ´ 1.40 <br /> Live ´ 0.00 <br />Analysis results <br />Maximum moment;Mmax = 21095 lb_ft; Mmin = 0 lb_ft <br />Design moment; M = max(abs(Mmax),abs(Mmin)) = 21095 lb_ft <br />Maximum shear; Fmax = 2981 lb; Fmin = -2959 lb <br />1330 E Seventeenth <br />St4/10/2025