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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350-EV-2021 Open Window <br /> 1.2 Prepared by:jfm Date: 6/30/24 <br /> Selection (2)2x 8 HF#2 Lu = 0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=4.1 in R2=4.1 in (1.5)DL Defl= 0.03 in <br /> Data Beam Span 4.25 ft Reaction 1 LL 984# Reaction 2 LL 984# <br /> Beam Wt per ft 5.29 # Reaction 1 TL 1662# Reaction 2 TL 1662# <br /> Bm Wt Included 22 # Maximum V 1662# <br /> Max Moment 1766'# Max V(Reduced) 1190# <br /> TL Max Defl L/240 TL Actual Defl L/915 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in 2) TL Defl (in) LL Defl <br /> Actual 26.28 21.75 0.06 0.03 <br /> Critical 20.78 11.90 0.21 0.14 <br /> Status OK OK OK OK <br /> Ratio 79% 55% 26% 19% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc L (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1020 150 1.3 405 <br /> Adiustments CIF Size Factor 1.200 <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: 463 Uniform TL: 777 =A <br /> Uniform Load A <br /> R1 = 1662 R2= 1662 <br /> SPAN =4.25 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> Notes 18.5'Tributary @ 25#LL/42#TL <br />