1834 W Third St & #2,3 - Plan - Laserfiche WebLink

Home Browse Search

Job #: 240051 Date : 07/17/2024 Plan : 1 Dong Engineering Inc. NEW MAIN HOUSE & JADU 1834 W.3RD ST, UNIT 2, SANTA ANA, CA 92703 BEAM : 13 - FL AT DINING Loads(Downward+) Beam Weight 26 plf from 0 ft to 19 ft Floor Primary: (13+40)(6.2) = (DL=81.2PLF; LL=250PLF) form 4.75 to 19 Roof Rafter: (11+20)(3.8) = (DL=41.2PLF; LLr=75PLF) form 0 to 4.75 Ceiling Joist DL: (4)(5.5) = (DL=22PLF) form 0 to 4.75 Interior Wall: (10)(3.5) = (DL=35PLF) form 4.75 to 15.25 Point load @ 4.75 : Load from beam 8 at Support 2(P1) Point load @ 4.75 : Load from beam 12 at Support 1(P2) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up Overstrength 1 6874/6142 0 6142 2 4729/4224 0 4224 USE 7" x 11 7/8" PSL Design with the seismic load effect with overstrength (Omega = 2.5) Critcal Shear = 5192 LB @0' 1.5xV/(F'v x A)= 0.32 F'v = 290, A = 83.12 Critcal Moment = 24983 LB-FT @7.6' M/(F'b x S)= 0.63 F'b = 2900, S = 164.52 Critical Deflection for TL = -0.889 INCH @ 8.89 L/240 = 0.95" Critical Deflection for LL = -0.358 INCH @ 8.89 L/360 = 0.633" 1 2 P1P2 Moment Shear Deflection 19' BEAM : 14 - FL AT JADU KITCHEN Loads(Downward+) Beam Weight 11.9 plf from 0 ft to 9.75 ft Floor Primary: (13+40)(1.2) = (DL=16.2PLF; LL=50PLF) form 0 to 9.75 Deck Primary: (13+60)(5.5) = (DL=71.5PLF; LLr=330PLF) form 0 to 9.75 Exterior Wall: (15)(9) = (DL=135PLF) form 0 to 9.75 Rafter Vaulted: (13+20)(8.8) = (DL=113.8PLF; LLr=175PLF) form 0 to 9.75 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 4401/3726 0 2 4401/3726 0 USE 3 1/2" x 11 7/8" LSL Critcal Shear = 3549 LB @0' 1.5xV/(F'v x A)= 0.41 F'v = 310, A = 41.56 Critcal Moment = 8645 LB-FT @4.75' M/(F'b x S)= 0.54 F'b = 2325, S = 82.26 Critical Deflection for TL = -0.205 INCH @ 4.75 L/240 = 0.488" Critical Deflection for LL = -0.112 INCH @ 4.75 L/360 = 0.325" 1 2 Moment Shear Deflection 9.75' (DL=1164#, LLr=150#, W=-1304#, E=-1429#) (DL=2605#, LLr=1834#, W=-1369#, E=-1500#) Page 30 of 57 1834 W Third St & #2,33/21/2025