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� <br /> BeamChek v20061icensed to:ARCHITECTURAL DESIGN A,iSOC/ATES Reg X 6181-65868 <br /> - - _ -- - <br /> - -- -- ----- - - - <br /> qD#26049 DeGroot Detached Garage garege door hdr <br /> Date:627/06 <br /> Selection �x 72 HF#1 Lu=0.0 Ft --7 <br /> n i ' ns NDS 2001 <br /> Min Bearing Area R7=6.3 in' R2=6.3 in' <br /> Dafa Beam Span 9.25 ft <br /> Beam Wt per R 9.57� Readion 1 TL 2542* Raadion 2 TL 2542# <br /> Bm Wt Included 891f Maximum V 2542# <br /> Max Momenl 5878'N Max V(Reduced) 2027 fF <br /> TL Max Defl L/240 TL Adual Defl L/765 <br /> /1 ri utes ,�Sedion(in� Shear(in� TL Defl(in) <br /> Adual 71 3.83 39.38 0.15 � <br /> Critical 85.77 20.27 0-a6 <br /> Status OK OK OK <br /> Ra110 89% 51% 31% <br /> Fb(psi) F�(psi) E(psi x mil) Fcl(psi)_ <br /> Values Base Values 975 �50 1.5 405 <br /> Base Ad'usted 1073 150 1.5 405 <br /> Adiushnents CF Size Factor 1.100 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 7.00 <br /> CI Stability 1.000p Rb=0.00 Le=0.00�2 Kbe=0.0 <br /> Loads Unitorm TL: 540 =A <br /> � Uniform Load A —� <br /> � — � <br /> � 0 <br /> R1 =2542 R2=2542 <br /> SPAN =925 FT <br /> Uniform and partial unitorm loads are Ibs per lineal R. <br /> � <br />