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BeamChek v20051censed to: Design Lines, tnc. Reg # 2308 6�256 <br />Shubin Deck Addition lower window, header <br />hdr-1 Prepared by: DP Dato: 9/18/07 <br />Selection 4x 8 DF-L #2 Lu = 0.0 Ft <br />Corditions NDS 2001 <br />Min Reanno Area R1= 4.3 in' R2= 4.3 in2 DL Defl<0.01 in. <br />Data Beam Span <br />Beam Wt per It <br />Bin Wt Included <br />Max Moment <br />TL Max Dell <br />LL Max Dell <br />3.25 It <br />6.17 Of <br />20 # <br />2193 `# <br />L / 240 <br />L1360 <br />Reaction 1 LL <br />1962 # <br />Reaction 1 TL <br />2699 # <br />Maximum V <br />2699 If <br />Max V (Reduced) <br />16960 <br />TL Actual DO <br />L / >1000 <br />LL Actual Dell <br />L / >1000 <br />Reaction 2 L 1962 # <br />Re,iction 2 TL 2699 # <br />AcMbutes section in-i 011�11 '�, - <br />Actual 30.66 25.38 0.02 0.02 <br />Critical 22.49 14.13 0.16 0.11 <br />Status I OK OK OK OK <br />Ratio 73% 56% 15% 160A <br />Fb (psi) Fv si Esi x mil Fc I si <br />Values Base Values 900 180 1.6 625 <br />Base Adiusted 1170 180 1.6 625 <br />A_diustments CF Size Factor 1.300 <br />Cd Duration 1.00 1.00 <br />Cr Repetitive 1.00 <br />Ch Shear Stress N/P. <br />Cm Wet Use 1.00 1.00 1.00 1.00 <br />Cl Siability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 <br />Loads Uniform LL: 170 Uniform TL 213 = A <br />I -ar Unit LL Par Unit TL Start End <br />600 H = 750 0 3.25 <br />438 1 = 613 0 3.25 <br />J = 80 0 3.25 <br />z X R 1 = 2699 R:. = 2699 <br />SPAN = 3.25 FT <br />Uniform and partial uniform loads are Ibs per lineal It <br />Isi i S I C.f j <br />