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'� � �jG�TJI -c Z� <br /> ---- --- -- ----- - <br /> BeamChek v20051icensed fo:Design Lines, Inc. Reg A'2308•64256___ <br /> Hanson-Steniman Garage Roof beam <br /> Prepared by:DP Date: 12/13l07 <br /> Selection 5-1/8x 15 GLB 24F-VB DF/DF Lu=0.0 Ft Lu @ OH=0.0 Ft <br /> Conditions Overhang, <br /> Min Bearing Area R1=6.9 inzR2= 10.4 in2 DL Defl 0.25 in <br /> Dafa Beam Span 20.0 ft Reaction 1 LL 2580 A Reaction 2 LL 3870# <br /> Beam Wt per ft 18.68# Reaction 1 TL 4514# Reaction 2 TL 67/1 q <br /> Bm Wt Included 448 ri Maximum V 4890 M Overhang Length 4.0 ft <br /> Max Moment 21648'fl Max V(Reduced) 4302!1 Tolal Beam Lengih 24.0!t <br /> TL Maz Defl L/240 TL Actual Detl L/408 OH TL Actual Defl L/247 <br /> LL Max Defl L/360 LL Actual Defl L/714 OH LL Actual Deil L/430 <br /> A ribute SeGliod(itL)Shea�f�_SLD�iL(in)--_LL.Deil-QLiIL.Qe�i OH LL De1L, <br /> Actual � 192.19 76.88 0.59 0.34 •0.39 -0.22 I <br /> Cri�ical 110.09 26.89 1.00 O.fi7 0.40 0.27 <br /> Stalus OK OK OK OK OK OK <br /> Ratio I 57% 35% 59% 509'0 97�0 84% <br /> Fb( si Fv(psi) E(psi x mil) Fc�(psi) <br /> Vahies 8ase Values 2400 240 1.8 650 <br /> Base Ad'usted 2360 240 1.8 650 <br /> Adiustments Cv Votume 0.983 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch ShearSUess N/A <br /> Cm Wet Use 1.00 t.00 1.00 1.00 <br /> CI Slability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> CI Stability @ OH 1.0000 Rb=0.00 Le @ OH =0.00 Ft <br /> Loads Unitorm LL:269 Uniform TL:452 =A Uni(orm Ld on Backs an <br /> r __ ___ __ Par Unil LL Par Unif TL Start End <br /> 269 K=452 (OH) 0 4.0 <br /> Uniform Load A ---� K � <br /> �_-_-- - - - 1 <br /> � R��, <br /> R 1 =4514 <br /> BACKSPAN =20 FT OH=4 FT <br /> Uniform and paAiai unilorm Ioads are Ibs per lineal f Overhanging load distances are Irom R2. <br /> IY <br />