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SeamCheic v2010 licensed to. Steven L Sparks Architecture & Planning AlA Reg # 5234-653'91 <br />{ <br />SCHUTT PORCH REPAIRS BEAM A 2 x 12' , <br />A Date:2/10/21 i <br />Selection 2x 12 H1F' #2 Lu = 6.0 Ft <br />Conndltions NDS 2005 <br />Min Bearing Area R1= 2.4 in2 R2= 2A in2 (1.5) DL NO= 0.06 in <br />i3aia Sewn Sparc 6.0 It <br />Beam Wt per €t 4.1 # Reaction 1 TL 972 # Reaction 2, ; > L 972 <br />Bm Wt Included 25 # Maximum V 972 # <br />Max Moment 1458 W Max V (Reduced) 668 # <br />TL Marc Deft L / 240 TL Actual Deft L / >1000 <br />Attributes Section (inj Shear in TL Defl in <br />Actual 31.64 16.88 0.06 <br />Critical 26.65 6.68 0.30 <br />Status OK OK OK <br />Ratio 84% 40% 20% <br />Fb(psi) Fv ( si) E i x mil Fc (' Si) <br />Values Reference Values 850 150 1.3 405 <br />Adjusted Values 657 150 1.3 405 ,. <br />Adiustments CF Size Factor 1.Oti0 <br />Cd Duration 1.00 1.00 <br />Cr Repetitive 1.00 <br />Ch Shear Stress N/A 99 <br />Cm Wet Use 1.00 1.00 1.00 1.001 <br />Cl Stability 0.7727 Rb = 27.23 Le =12.36 Ft <br />I <br />Loads Uniform TL: 320 = A <br />T <br />R1 = 972R2 = 972 <br />SPAN = 6 FT <br />Uniform and partial uniform loads are lbs per lineal' it. <br />2-2 <br />