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1 <br /> ga 7v�o-�j <br /> BeamChek v2005 bcensed fo:Design Lines, Inc. Reg M 230&64256 <br /> Hudson Garage Garage man doorheader <br /> hdr-2 Prepared by: DP Date:425f07 <br /> Selecfion 2)2x 8 HF 112 Lu �0.0 Ft <br /> Conddions NDS 2001 <br /> Min Bearing Area R1=7.1 ir�' R2=2.7 irY DL Defl<0.01 fn. <br /> � Beam Span 3.5 fl Reaclion 1 LL 813# Readion 2 LL 813# <br /> Beam Wt per fl 4.01 1f Reaction 1 TL 865 tt Reaction 2 Tl. B65# <br /> Bm Wl Included 14 A Maximum V 865# <br /> Max Moment 758'tf Maz V(Reduced) 638# <br /> TL Max Dell L/240 TL Adual Dell L/>1000 <br /> LL Max De11 L/360 LL Actual Defl L/>1000 <br /> Af n6ufes Secfion In' Shear In' TL Dell In LL Defl <br /> Aclual 15.13 18.50 0.03 0.02 <br /> Critical 8.21 6.38 0.18 0.12 <br /> Status OK OK OK OK <br /> Retio 54% 39% 1B% 19% <br /> Fb sl Fv si E sl x mil Fc I si <br /> Velues Bese Velues B50 150 7.3 405 I <br /> Boso Ad�usted 1105 150 1.3 405 i <br /> Adiusfinenfs CF Size Factor 1.300 �, <br /> Cd Duretion 1.00 1.00 I <br /> Cr Repetitive 1.00 I <br /> Ch Shear Stress N/A I <br /> Cm Wet Use 1.00 1.00 1.00 1 AO �� <br /> G Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> Loods Uniform LL.350 Uniform TL: 490 =A <br /> Uniform Load A <br /> � <br /> R 1 =865 R2 =865 <br /> SPAN =3.5 FT <br /> Unilorm and partial unilorm loads are Ibs per lineal ft. <br />