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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350 Muth @ E/Crawl <br /> 3.3 Prepared by:jfm Date:6/30/24 <br /> Selection (3)2x 10 HF#2 Lu =0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=4.1 in R2=3.4 in (1.5) DL Defl= 0.11 in <br /> Data Beam Span 8.0 ft Reaction 1 ILL 639# Reaction 2 ILL 408# <br /> Beam Wt per ft 10.11 # Reaction 1 TL 1673# Reaction 2 TL 1396# <br /> Bm Wt Included 81 # Maximum V 1673# <br /> Max Moment 3953'# Max V(Reduced) 1614# <br /> TL Max Defl L/240 TL Actual Defl L/637 <br /> ILL Max Defl L/360 ILL Actual Defl L/>1000 <br /> Attributes Section (in') Shear(inz) TL Defl (in) ILL Defl <br /> Actual 64.17 41.63 0.15 0.04 <br /> Critical 50.73 16.14 0.40 0.27 <br /> Status OK OK OK OK <br /> Ratio 79% 39% 38% 14% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 935 150 1.3 405 <br /> Adiustments CIF Size Factor 1.100 <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 ILL 54 Uniform TL: 67 =A <br /> Point ILL Point TL Distance Par Unif TL Start End <br /> 615 B= 1518 2.5 H = 170 2.5 8.0 <br /> H <br /> Uniform Load A <br /> Pt loads: <br /> R1 = 1673 R2= 1396 <br /> SPAN =8 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> Notes 16"O.C. @ 40#LL/50#DL+PL from E 615#LL/1348#DL+170#Wall <br />