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, ; C cZc ( -oc�. I <br /> �.lw� na� c � cK�l <br /> BeamChek v20051icensed fo:Design Unes,inc. Reg/t 2308-64256 <br /> Bjella Residence Master Bedroom Window <br /> M-01 Prepared by.JSD Date: 72/O6/O6 <br /> Selection 6x 8 DF-L�7 Lu=0.0 Ft � <br /> Condifions NDS 2001 <br /> Min Bearing Area R1=5.0 irP R2=4.2 irP DL DeFl 0.05 in <br /> Data Beam Span 6.25 ft Readion 1 LL 1829# Reaction 2 LL 1546# <br /> Beam Wl per ft 10.02 il Readion 1 TL 3104# Reaction 2 TL 2628# <br /> Bm Wt Included 63# Maximum V 3104# <br /> Max Moment 5067'# Max V(Reduced) 2941 # <br /> TL Max Defl L/240 TL Adual Defl L/627 <br /> LL Max Defl L/360 LL Adual Defl L/>7000 <br /> AMnbutes Sectio��(in') Shear(in') TL Defl(in) LL Defl <br /> Actual F I.56 41.25 0.'12 0.07 � <br /> Critical oD.67 25.95 0.31 0.21 <br /> Status OK OK OK OK <br /> Ratio 98% 63% �8% 34% <br /> Fb si Fv si E( si x mil Fc I si <br /> Values Base Values 1200 170 1.6 625 <br /> Base Ad'usted 1200 170 1.6 625 <br /> f�diusfinents CF Size Factor 1.000 <br /> Cd Duretion 1.OD 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.OD 1.D0 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> Loads <br /> Point LL Point TL Distance Par Unif LL Par Unit TL StaA End <br /> 1300 B=2184 7.7 150 H=252 0 1.7 <br /> 400 I =672 1.7 6.25 <br /> I � <br /> 0 <br /> Pt loads: Q <br /> 0 � <br /> Rt =3104 R2=2628 <br /> SPAN =6.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />