Laserfiche WebLink
BeamChek v20171icensed to: Duane Rowett/Design Lines Reg # 2999-68383 <br />Shurtz Remodel Fir Bm @ Stair <br />B-03 Prepared by: KAD Date: 2/16/18 <br />Selection 3-1/2x 11-7/8 2.1 E 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 />Ain wearing wea <br />w i= i.o m- <br />m4= t.o in- t 1.01 uL uen= o.vo ui <br />Beam Span <br />14.5 ft <br />Reaction 1 LL <br />870 # Reaction 2 LL 870 # <br />Beam Wt per ft <br />10.68 # <br />Reaction 1 TL <br />1165 # Reaction 2 TL 1165 # <br />Bm Wt Included <br />155 # <br />Maximum V <br />1165 # <br />Max Moment <br />4223'# <br />Max V (Reduced) <br />1006 # <br />TL Max Defl <br />L / 240 <br />TL Actual Dell <br />L / 993 <br />LLMax Defl <br />L/360 <br />LLActual Defl <br />L/>1000 <br />Section (in3) <br />Shear (in2) <br />TL Deft (in) <br />LL Defl <br />82.26 <br />41.56 <br />0.18 <br />0.12 <br />16.89 <br />5.69 <br />0.73 <br />0.46 <br />OK <br />OK <br />OK <br />OK <br />21 % <br />14% <br />24% <br />24% <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 />Cl Stability <br />1.0000 <br />Rb = 0.00 <br />Le = 0.00 Ft <br />Uniform LL: 120 Uniform TL: 150 = A <br />Uniform Load A <br />0 <br />R1 = 1165 R2 = 1165 <br />SPAN =14.5FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />