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BeamChek v2017licensed to: Duane Rowett/Design Lines Reg # 2999-68383 <br />Shurtz Remodel Fir Bm r7a Stair <br />B-02 Prepared by: KAD Date: 2/16/18 <br />selection 3-1/2x 11-7/8 2.1E RB Rosboro Big Beam 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 />Vim nearing Area <br />n i= o. 1 in- <br />nc= o. 1 or t 1.0t U� vco= co.v I gi. <br />Beam Span <br />4.5 ft <br />Reaction 1 LL <br />1575 # Reaction 2 LL 1575 # <br />Beam Wt per ft <br />10.68 # <br />Reaction 1 TL <br />1993 # Reaction 2 TL 1993 # <br />Bm Wt Included <br />48 # <br />Maximum V <br />1993 # <br />Max Moment <br />2242'# <br />Max V (Reduced) <br />1116 # <br />TLMax Defl <br />L/240 <br />TLActual Deil <br />L/>1000 <br />LLMax DO <br />L/360 <br />LLActualDefl <br />L/>1000 <br />Section (in3) <br />Shear (in2) <br />TL DO (in) <br />LL Defl <br />82.26 <br />41.56 <br />0.01 <br /><0.01 <br />8.97 <br />6.32 <br />0.23 <br />0.15 <br />OK <br />OK <br />OK <br />OK <br />11 % <br />15% <br />4% <br />4% <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 Le = <br />0.00 Ft <br />Uniform LL: 700 Uniform TL: 875 =A <br />Uniform Load A <br />0 <br />R7 = 1993 R2 = 1993 <br />SPAN = 4.5 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />