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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> McNabb Front Windows @ Liv <br /> M-06 Prepared by:KAD Date:3/03/15 <br /> Selection 5-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=4.7 int R2=4.2 inz (1.5) DL Defl= 0.07 in Recom Camber=0.11 in <br /> Data Beam Span 9.5 ft Reaction 1 LL 2300# Reaction 2 LL 2073# <br /> Beam Wt per ft 11.21 # Reaction 1 TL 3059# Reaction 2 TL 2736# <br /> Bm Wt Included 106# Maximum V 3059# <br /> Max Moment 65204 Max V(Reduced) 2401 # <br /> TL Max Defl L/240 TL Actual Defl L/517 <br /> LL Max Defl L/360 LL Actual DO L/764 <br /> Attributes Section (in3) Shear(in2) TL Defl in LL Defl <br /> Actual 69.19 46.13 0.22 0.15 <br /> Critical 32.60 15.01 0.48 0.32 <br /> Status OK OK OK OK <br /> Ratio 47% 33% 46% 47% <br /> Fb(psi) Fv(psi) E(psi x mil Fc (psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2400 240 1.8 650 <br /> Adiustments Cv Volume 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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:125 Uniform TL: 175 =A <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 240 B=340 0.25 310 H=388 0 9.5 <br /> H <br /> Uniform Load A <br /> Pt loads: <br /> 0 0 <br /> R1 =3059 R2=2736 <br /> SPAN =9.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />