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BeamChek v2017licensed to: Duane Rowett/Design Lines Reg # 2999-68383 <br />Shurtz Remodel Fir Bm @ Family <br />B-01 Prepared by: KAD Date: 2/16/18 <br />Selection 3-1/2x 11-7/8 2.1E RB Rosboro BigBeam LSL Lu = 0.0 Ft <br />Conditions NDS 2015 <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />Min nearing Area Hi= /.z In` Hz= t.e In` 11.0) UL Uerl= V.V / In <br />Beam Span <br />10.5 It <br />Reaction 1 LL <br />3675 # Reaction 2 LL 3675 # <br />Beam Wt per ft <br />10.68 It <br />Reaction 1 TL <br />4650 # Reaction 2 TL 4650 It <br />Bm Wt Included <br />112 # <br />Maximum V <br />4650 # <br />Max Moment <br />12206'# <br />Max V (Reduced) <br />3773 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 484 <br />LL Max DO <br />L / 360 <br />LL Actual Defl <br />L / 676 <br />Section in3 <br />Shear ins <br />TL DO in <br />LL DO <br />82.26 <br />41.56 <br />0.26 <br />0.19 <br />48.82 <br />21.36 <br />0.53 <br />0.35 <br />OK <br />F5 <br />OK <br />OK <br />OK <br />9 % <br />51 % <br />50 % <br />$3 <br />Fb(psi) <br />Fv(psi) <br />E(psi x mil <br />Fc(psi) <br />Reference Values <br />3000 <br />265 <br />2.1 <br />650 <br />Adjusted Values <br />3000 <br />265 <br />2.1 <br />650 <br />Cv Volume <br />1.000 <br />Cd Duration <br />1.00 <br />1.00 <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 />CI Stability <br />1.0000 <br />Rb = 0.00 Le = <br />0.00 Ft <br />Uniform LL: 700 Uniform TL: 875 = A <br />Uniform Load A <br />0 0 <br />R1 = 4650 R2 = 4650 <br />SPAN = 10.5 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />k <br />