Laserfiche WebLink
BeamChek v20141icensed to:Design Lines, Inc. Reg#230 -64256 <br /> WHITE BEDROOM WINDOW HEADERS <br /> B-05 Prepared by:JCR Date:2/17/16 <br /> Selection 6x 10 DF-L#1 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=7.6 in2 R2=7.6 in2 (1.5) DL Defl= 0.03 in <br /> Data Beam Span 5.25 ft Reaction 1 LL 2763# Reaction 2 LL 2763# <br /> Beam Wt per ft 12.7 # Reaction 1 TL 4752# Reaction 2 TL 4752# <br /> Bm Wt Included 67# Maximum V 4752# <br /> � Max Moment 6237'# Max V(Reduced) 3319# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> �L Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section in3 Shear in2 TL Defl in LL Defl <br /> -- � � - -�� -- - � �-- - - --- -- ---- <br /> Actual 82.73 52.25 0.06 0.03 <br /> Critical 55.44 29.28 0.26 0.18 <br /> Status OK OK OK OK <br /> Ratio 67% 56% 24% 17% <br /> Fb si) Fv(psi) E (psi x mil)___ Fc�(psi) __ <br /> Values Reference Values 1350 170 1.6 625 <br /> Ad'usted Values 1350 170 1.6 625 <br /> AdLstments CF Size Factor 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform TL: 420 =A <br /> Par Unif LL Par Unif TI_ Start End <br /> -- ------ _ ___ _ _ <br /> 40 H =50 0 5.25 <br /> 600 I =750 0 5.25 <br /> 413 J =578 0 5.25 <br /> � J <br /> I <br /> H <br /> Uniform Load A <br /> 0 0 <br /> R1 =4752 R2=4752 <br /> SPAN=5.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> .w <br /> J � <br />