Laserfiche WebLink
BeamChek v2018 licensed to: Weller Consulting Engineers, P.C. <br />Reg # 5234-65779 <br />_ <br />6531 CYPRUS STREET <br />DECK FRAMING <br />TYPICAL DECK JOIST <br />Date: 9/22/21 <br />Selection <br />PT 2x 8 HF #>"2 @ 16 in oc <br />Lu = 0.0 Ft Lu a@OH = 0.0 Ft <br />Conditions <br />NDS 2015, Overhang, Repetitive Use, Incised <br />Min Bearing Area <br />R1= 0.0 in2 <br />R2= 0.9 in (1.5) DL Defl= <0.01 in. <br />Data <br />Beam Span <br />2.0 ft <br />Reaction 1 LL 0 # <br />Reaction 2 LL <br />320 # <br />Beam Wt per ft <br />0 # <br />Reaction 1 TL 0 # <br />Reaction 2 TL <br />373 # <br />Bm Wt Included <br />0 # <br />Maximum V 187 # <br />Overhang Length <br />2.0 ft <br />Max Moment <br />187'# <br />Max V (Reduced) 130 # <br />Total Beam Length <br />4.0 ft <br />TL Max Defl <br />L / 240 <br />TL Actual Defl L / < -1000 <br />OH TL Actual Defl <br />L / >1000 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl L / < -1000 <br />OH LL Actual Defl <br />L / >1000 <br />Attu' es <br />Section in <br />Shear in2 <br />TL Defl in LL Defl <br />OH TL Deft OH LL Defl <br />Actual <br />13.14 <br />10.88 <br />0.00 0.00 <br />0.01 <br />0.01 <br />Critical <br />2.39 <br />1.63 <br />0.10 0.07 <br />0.20 <br />0.13 <br />Status <br />OK <br />OK <br />OK OK <br />OK <br />OK <br />Ratio <br />18% <br />16% <br />1 % 1 % <br />7% <br />8% <br />Value <br />Adjustments <br />Fb(psi) <br />Fv si <br />E psi x mil <br />Fc I(psi) <br />Reference Values <br />850 <br />150 <br />1.3 <br />405 <br />Adiusted Values <br />938 <br />120 <br />1.2 <br />405 <br />CF Size Factor <br />1.200 <br />Cd Duration <br />1.00 <br />1.00 <br />Cr Repetitive <br />1.15 <br />Ch Shear Stress <br />N/A <br />Ci Incised <br />0.80 <br />0.80 <br />0,95 <br />1.00 <br />CI 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 />Lo Uniform LL: 80 Uniform TL: 93 =A Uniform Ld on Backs an <br />Par Unif LL Par Unif TL Start End <br />80 K = 93 (OH) 0 2.0 <br />A <br />R1 = 0 R2 = 373 <br />BACKSPAN = 2 FT OH = 2 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. <br />C D3 <br />