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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, UINT 2, SANTA ANA, CA 92703 <br />BEAM : 10A - CANT. FL AT GARAGE <br />Loads(Downward+) <br />Beam Weight 11.9 plf from 0 ft to 10.5 ft <br />Exterior Wall: (15)(9) = (DL=135PLF) form 0 to 1.5 <br />Roof Primary: (15+20)(9.8) = (DL=146.2PLF; LLr=195PLF) form 0 to 1.5 <br />Point load from Panel P1(Left) of Line A at @ 0(P1*) <br />Reactions (D+Lr+L/Max. Load comb.) <br />Bearing Down Up Overstrength <br />1 793/9474 -3096 9474 <br />2 -61/1258 -547 1258 <br />USE 3 1/2" x 11 7/8" LSL <br /> Design with the seismic load effect with overstrength (Omega = 2.5) <br />Critcal Shear = -8156 LB @1.5' 1.5xV/(F'v x A)= 0.59 <br />F'v = 496, A = 41.56 <br />Critcal Moment = -11858 LB-FT @1.5' M/(F'b x S)= 0.46 <br />F'b = 3720, S = 82.26 <br /> Critical Deflection for TL = -0.062 INCH @ 5.5 L/240 = 0.45" <br /> Critical Deflection for LL = -0.06 INCH @ 5.5 L/360 = 0.3" <br />1 2 <br />P1* <br />Moment <br />Shear <br />Deflection <br />1.5'9' <br />BEAM : 10B - CANT. FL AT GARAGE <br />Loads(Downward+) <br />Beam Weight 11.9 plf from 0 ft to 10.5 ft <br />Floor Primary: (13+40)(1.3) = (DL=17.4PLF; LL=53.4PLF) form 0 to 10.5 <br />Point load from Panel P1(Right) of Line A at @ 0(P1*) <br />Reactions (D+Lr+L/Max. Load comb.) <br />Bearing Down Up Overstrength <br />1 506/9126 -3393 9126 <br />2 362/1415 -382 1415 <br />USE 3 1/2" x 11 7/8" LSL <br /> Design with the seismic load effect with overstrength (Omega = 2.5) <br />Critcal Shear = -7702 LB @1.5' 1.5xV/(F'v x A)= 0.56 <br />F'v = 496, A = 41.56 <br />Critcal Moment = -11504 LB-FT @1.5' M/(F'b x S)= 0.45 <br />F'b = 3720, S = 82.26 <br /> Critical Deflection for TL = -0.067 INCH @ 5.75 L/240 = 0.45" <br /> Critical Deflection for LL = -0.062 INCH @ 5.75 L/360 = 0.3" <br />1 2 <br />P1* <br />Moment <br />Shear <br />Deflection <br />1.5'9' <br />Page 28 of 57 <br />1834 W Third St & <br />#2,33/21/2025