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BeamChek v2023 licensed to:Jim Morgan/Fawn Creek Design Reg#8101-1662 <br /> Plan 2350 Multi Center of Garage <br /> 2.3 Prepared by:jfm Date: 7/01/24 <br /> Selection (4)2x 12 HF#2 @ 12 in oc Lu = 0.0 Ft Lu @OH =0.0 Ft <br /> Conditions NDS 2018, Overhang, Repetitive Use <br /> Min Bearing Area R1= 1.5 in R2= 3.2 in (1.5)DL Defl= 0.11 in. <br /> Data Beam Span 19.5 ft Reaction 1 LL 366# Reaction 2 LL 732# <br /> Beam Wt per ft 16.4 # Reaction 1 TL 600# Reaction 2 TL 1305# <br /> Bm Wt Included 353 # Maximum V 925# Overhang Length 2.0 ft <br /> Max Moment 2581 '# Max V(Reduced) 863# Total Beam Length 21.5 ft <br /> TL Max Defl L/240 TL Actual Defl L/>1000 OH TL Actual Defl L/633 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual Defl L/<-1000 <br /> Attributes Section (in') Shear(in 2) TL Defl (in) LL Defl OH TL Defl OH LL Defl <br /> Actual 126.56 67.50 0.23 0.12 -0.08 -0.04 <br /> Critical 31.68 8.63 0.98 0.65 0.20 0.13 <br /> Status OK OK OK OK OK OK <br /> Ratio 25% 13% 23% 18% 38% 31% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc L (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 978 150 1.3 405 <br /> Adiustments CIF Size Factor 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.15 <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 /> Cl Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 40 Uniform TL: 50 =A (Uniform Ld on Backspan) <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 50 F = 162 (OH) 2.0 40 K= 50 (OH) 0 2.0 <br /> 188 L=315 (OH) 1.0 2.0 <br /> ILI <br /> Uniform Load A K <br /> Pt loads: F <br /> R1 =600 R2= 1305 <br /> BACKSPAN = 19.5 FT OH =2 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. <br /> Notes 1' Floor Load @ 40#LL/50#TL+O.H. Floor load @ 40#LL/50#TL+wall @ beam <br /> and Wall @ end of cant <br />