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BeamChek v2018 licensed to: Weller Consulting Engineers, P.C. <br />Reg # 5234-65779 <br />6531 CYPRUS STREET <br />UPPER FLOOR FRAMING <br />TYR JST (PER ASCE 12.3) <br />Date: 9122/21 <br />Selection <br />2x 10 DF-L #2 <br />Lu = 0.0 Ft Lu @OH = 0.0 Ft <br />Conditions <br />NDS 2015, Overhang <br />Min Bearing Area <br />R1= 0.3 in2 <br />R2= 2.8 in' (1.5) DL Defl= 0.24 <br />in. <br />Date <br />Beam Span <br />11.0 ft <br />Reaction 1 LL <br />270 # <br />Reaction 2 LL <br />486 # <br />Beam Wt per ft <br />3.37 # <br />Reaction 1 TL <br />188 # <br />Reaction 2 TL <br />1753 # <br />Bm Wt Included <br />44 # <br />Maximum V <br />1167 # <br />Overhang Length <br />2.0 ft <br />Max Moment <br />2193'# <br />Max V (Reduced) <br />1112 # <br />Total Beam Length <br />13.0 ft <br />TL Max Defl <br />L / 240 <br />TL Actual Defl L / < -1000 <br />OH TL Actual Defl <br />L / 247 <br />LL Max Defl <br />L / 360 <br />LLActual Defl <br />L / >1000 <br />OH LL Actual Defl <br />L / 992 <br />Attributes <br />Section n3` <br />Shear in <br />TL Defl in <br />LL Defl <br />OH TL Defl OH LL Defl <br />Actual <br />21.39 <br />13.88 <br />-0.10 <br />0.09 <br />0.19 <br />-0.06 <br />Critical <br />16.61 <br />5.79 <br />0.55 <br />0.37 <br />0.20 <br />0.13 <br />Status <br />OK <br />OK <br />OK <br />OK <br />OK <br />OK <br />Ratio <br />78% <br />42% <br />19% <br />25% <br />97% <br />36% <br />Values <br />Adiustmenfs <br />Fb(psi) <br />Fv(psi) <br />E(psi x mil <br />Fc-L(psi) <br />Reference Values <br />900 <br />180 <br />1.6 <br />625 <br />Adiusted Values <br />1584 <br />288 <br />1.6 <br />625 <br />CIF Size Factor <br />1.100 <br />Cd Duration <br />1.60 <br />1.60 <br />Cr Repetitive <br />1.00 <br />Ch Shear Stress <br />N/A <br />Cm Wet Use <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Cl Stability <br />1.0000 <br />Rb = 0.00 <br />Le = 0.00 Ft <br />CI Stability @ OH <br />1.0000 <br />Rb = 0.00 <br />Le = 0.00 Ft <br />Loads Uniform LL: 53 Uniform TL: 67 = A Uniform Ld on Backs an <br />Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br />67 F = 213 (OH) 2.0 53 K = 67 (OH) 0 2.0 <br />G = 813 (OH) 2.0 <br />I Uniform Load A I K I <br />Pt loads: <br />R1 = 188 R2 = 1763 <br />BACKSPAN = 11 FT OH = 2 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. <br />