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0 • <br />BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 <br />Skw+bv PATIO RAFTERS <br />R-01 Prepared by: TJP Date: 2/05/20 <br />Selection 2x 4 HF #2 @ 12 in oc Lu = 0.0 Ft Lu @OH <br />Conditions NDS 2018, Overhang, Repetitive Use <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adjustments <br />nmin bearing Area hi= u.s in, rcz= u.n in, k 1.a) vL veii= -u.va ui. <br />Beam Span <br />6.0 ft <br />Reaction 1 LL <br />67 # <br />Reaction 2 LL <br />133 # <br />Beam Wt per ft <br />0 # <br />Reaction 1 TL <br />112 # <br />Reaction 2 TL <br />224 # <br />Bm Wt Included <br />0 # <br />Maximum V <br />140 # <br />Overhang Length <br />2.0 ft <br />Max Moment <br />149'# <br />Max V (Reduced) <br />128 # <br />Total Beam Length <br />8.0 ft <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 468 <br />OH TL Actual Defl <br />L / 303 <br />LL Max DefI <br />L / 360 <br />LL Actual Defl <br />L / 946 <br />OH LL Actual Defl <br />L / 611 <br />Section W <br />Shear in2 <br />TL Defl in <br />LL DefI <br />OH TL Defl <br />OH LL DO <br />3.06 <br />5.25 <br />0.15 <br />0.08 <br />-0.16 <br />-0.08 <br />1.23 <br />1.28 <br />0.30 <br />0.20 <br />0.20 <br />0.13 <br />OK <br />OK <br />OK <br />OK <br />OK <br />OK <br />40% <br />24% <br />51 % <br />38% <br />79% <br />59% <br />Fb (psi) <br />Fv (psi) <br />E (psi x mil) <br />Fc! <br />Reference Values <br />850 <br />150 <br />1.3 <br />405 <br />Adjusted Values <br />1456 <br />150 <br />1.3 <br />405 <br />CF Size Factor <br />1.500 <br />Cd Duration <br />1.00 <br />1.00 <br />Cr Repetitive <br />1.15 <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 />Cl Stability @ OH <br />0.9928 <br />Rb = 7.05 <br />Le = 2.66 Ft <br />iform LL: 25 Uniform TL: 42 = A (Uniform Ld on Back <br />Par Unif LL Par Unif TL Start End <br />25 L = 42 (OH) 0 2.0 <br />�� l <br />FEB 11 2020 0 <br />CITYOF EVERETT <br />Permit Services <br />I -� <br />R1 = 112 R2 = 224 <br />BACKSPAN = 6 FT OH = 2 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. <br />