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Job #: 240051 <br />Date : 07/17/2024 <br />Plan : 1 <br />Dong Engineering Inc. <br />NEW MAIN HOUSE & JADU <br />1834 W.3RD ST, UNIT 2, SANTA ANA, CA 92703 <br />BEAM : F3 - D.J. 2X10#2 @ 16" O.C. TYP. (MAX L=12'- <br />0") <br />Loads(Downward+) <br />Deck Primary: (13+60)(1.3) = (DL=17.4PLF; LLr=80.1PLF) form 0 to 12 <br />Reactions (D+Lr+L/Max. Load comb.) <br />Bearing Down Up <br />1 585/585 0 <br />2 585/585 0 <br />USE 2 x 10 <br />Critcal Shear = 584 LB @0' 1.5xV/(F'v x A)= 0.35 <br />F'v = 180, A = 13.88 <br />Critcal Moment = 1754 LB-FT @6' M/(F'b x S)= 0.86 <br />F'b = 1138, S = 21.39 <br /> Critical Deflection for TL = -0.287 INCH @ 6 L/240 = 0.6" <br /> Critical Deflection for LL = -0.236 INCH @ 6 L/360 = 0.4" <br />1 2 <br />Moment <br />Shear <br />Deflection <br />12' <br />BEAM : R1 - R.R. 2X6#2 @ 16" O.C. TYP. (MAX L=12'-0") <br />Loads(Downward+) <br />Roof Rafter: (11+20)(1.3) = (DL=14.7PLF; LLr=26.7PLF) form 0 to 12 <br />Reactions (D+Lr+L/Max. Load comb.) <br />Bearing Down Up <br />1 248/248 0 <br />2 248/248 0 <br />USE 2 x 6 <br />Critcal Shear = 248 LB @0' 1.5xV/(F'v x A)= 0.2 <br />F'v = 225, A = 8.25 <br />Critcal Moment = 744 LB-FT @6' M/(F'b x S)= 0.7 <br />F'b = 1682, S = 7.56 <br /> Critical Deflection for TL = -0.58 INCH @ 6 L/240 = 0.6" <br /> Critical Deflection for LL = -0.374 INCH @ 6 L/360 = 0.4" <br />1 2 <br />Moment <br />Shear <br />Deflection <br />12' <br />Page 35 of 57 <br />1834 W Third St & <br />#2,33/21/2025