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W <br />■ <br />0 <br />Steve Loisel Addition bed room wi�da+' headers <br />Prepared by: dsr Date: 11I09/OB <br />Sel 'on 4x 70 DF-1 R2 Lu = O.0 Ft <br />Condifions Wet Use, NDS 2001 <br />Min Hewrina Area R1= 5.4 inT R2= 5.4 in' D� Defl 0.03 in <br />Dafa <br />Beam Span <br />Beam Wt per R <br />6m V✓t Induded <br />Maz Mornent <br />TL Max Defl <br />LL Max Defl <br />Attri6utes _$ectiobGO) <br />A�tual 49.91 <br />Critical 39.22 <br />Status OK <br />Ratio 79% <br />Values Base Values <br />8ase Ad'usted <br />Adiustments CF Size Fador <br />Cd Duration <br />Cr Repe'.0ive <br />Ch Shear Stress <br />Cm Wet Use <br />CI Stability <br />Loads <br />6.25 R Readion 1 LL 142211 Readion 2 LL <br />7.87 N Readion 1 TL 2259 It Readion 2 TL <br />�g I� Maximum V 2259 K <br />3530 Y1 Maz V(Reduced) 1702 �I <br />l/ 240 TL Adual De11 L/>1000 <br />L/ 240 LL Adual De11 L/>7000 <br />Shee�jjpj T� Defl (ip) LL Defl <br />32.38 0.07 0.05 <br />14.82 0.31 0.31 <br />OK OK OK <br />45% 24% 75% <br />Fb (psi) Fv (psi) E(psi x mil) <br />gpp 180 1.8 <br />1080 175 1.� <br />1.200 -- <br />1.00 1.00 <br />1.00 <br />N/A <br />1.00 0.97 0.90 <br />1,0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 <br />Unitortn ! L: 455 Unifortn 1'L: 715 = A <br />Uniform Load A <br />� -------- <br />Q � <br />R7 = 2259 R2 = 2259 <br />SPAN = 625 FT <br />Uniform and partial uniform loads are Ibs per lineal fl. <br />1422 N <br />2259 k <br />