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Multi-Loaded Beamf MSC ath.Ed ASD I Ver5.05 _ ,-.�.A :� <br /> By:Jeff Johnson, DFP PLANNING&DESIGN on:08-192003: 11:15:01 AM <br /> Pie , -Location:GAR <br /> Summary: <br /> A35 V:12X53 x23 0 FT <br /> Section Adequate By: 1.0% Controlling Factor Moment 0.78 !!`f <br /> Center Span Deflections:v J Load: OLD-Center=-Center= 025 IN o 111120 <br /> LLD-Center= . <br /> Live Lid: TLD--Center= 1_02 IN=LIQ:0 <br /> Total Load: <br /> Center Span Left End Reactions(Support A): LL-Rxia-A= 7856 LB <br /> 35813 LB <br /> Laea Load: DL-Rxn-A <br /> Tad Total Load:Load: TL-fbm-A 43669 LB <br /> Bearing Length Required(Beam only.Support capacity not checked)= BL-A= 3.40 IN <br /> tions(Support l L-F2scn S= 7984 LB <br /> Center Sim)Load:End Rzoz a�ve�a y.,.,r,f.. }. <br /> Live DL-Rxn-B= 17484 LB <br /> Dead Load: TL-Rxn-B= 25468 LB <br /> Total Load: � BL-!� 1.25 IN <br /> ung Le tgstt Recjuired(Beam only,Supportcapacity *chez ked) <br /> Beam Data: L2= 23.0 FT <br /> Center Span Length: Lug-TL2= 23.0 FT <br /> Center Span Unbraced Length Top of Beam: L*jL-B ,'n= 3.0 FT <br /> Center Span Ucbreced Length-Botts of Beam: <br /> Live Load Deflect Criteria: Lf 360 <br /> Total Load Deflect_Criteria: <br /> Center Span►oading: <br /> Uniform Load:Load:Dead Fr 2= Zen Pt,F <br /> • LLoa: wD-2= 90 PLF <br /> BSW= 53 PLF <br /> Total Be <br /> tal LSelf Weight wT 2 383 PLF <br /> am: <br /> Point Load 1 PL1 2= 0 LB <br /> Dead <br /> • Load:ad Load: P01-2= 18508 LB <br /> X1 L 0.25 FT <br /> Loc ai o +(From 1, -t:end span): <br /> Point Load 2 PL2?= 0 LB <br /> DeadLive Load::LLoP02-2= 6117 LB <br /> a <br /> Location(From left end of span): X2-2= 5.5 FT <br /> Point Load 3 PL3-2= LB <br /> Dead• e LLaLow: P03-2= 7053 LB <br /> X3-2= 5.25 FT <br /> Location(F m lef end of span): <br /> Point Load 4 PL4-2= 0 LA <br /> Dd Load:Live Load: PO4-2= 6117 LB <br /> C;� <br /> Location(From leftend of span): X4-2= 17.25 FT <br /> Point Load 5 PL5-2= 0 LB <br /> Dive id LoaLLaa:d: PDS-2= 7053__5 F`!'LB <br /> D <br /> Location(Tran left end of span): <br /> X5-2= 1t <br /> r <br /> Trapezoidal Load 1 TRL Leu !-2= 280 PLF <br /> Left Live Load:aTRU-Left 1 2= 105 PLF <br /> Left g t Load: TRL-Right-9 2= 280 PLF <br /> R=c t Live Load: TRD-might 12- 105 PI= <br /> Right Dead Load. A-1-2_ 0.n FT <br /> Load Start B-1-2= 5.25 FT <br /> ;gid Lenctth: <br /> Lc e C-12= 5.25 FT <br /> Trapezoidal_Load 2 TRL-Lei-2tl2a 2 PLF Live Load: -R¢Left 2-2= 105 PLF <br /> Leu Dead Load: 280 PLF <br /> :��_ }e TRL-Right-2-2= <br /> R. ` =acS: TRp R ghi-2 2- -,,,,i-v) PLt <br /> Right Dead Load: n 2= 17-5 FT <br /> A-2-2=2 <br /> Load StarEnd: R-2-7= 23.0 FT <br /> Load End: C-2-2= 5.5 FT <br /> Trapezoidal Load 3 RL-Left-3 2= 680 PLF <br /> Left Live Load: TRD—L eft z2= 375 PLF <br /> Left d Lg= TRL-Right-3-2= 680 PLF <br /> Right Dead Ltd: RD-Right-3-2= 375 PLF <br /> Load Eta: A-3-2= 0M FT <br /> Load End: B-3-2= 5.25 Ff <br /> Load Length: C-3-2= 525 FT <br />