Laserfiche WebLink
_�GFlU(_ G'�c� <br /> --- - -__------- --- - - - <br /> BeamChek v20051icensed to:Design Lines, Inc_ Reg J!2308-64256 __ _ <br /> Hanson-Stentman Garage Garage door header' <br /> Prepared by:DP Date: 12/13/07 <br /> lection � 3-1/BY.t3-1/2G182�F-Y1'Df1DF Lu=0.0 Ft <br /> Condifions <br /> Min Bearing Area R1=5.9 in� R2=5.9 in2 DL Dell 0.08 in Suggested Camber 0.13 in <br /> D�fa_ Beam Span 9.5 fl Reaction i LL 2173 71 Reaction 2 LL 2173 71 <br /> Beam Wt per fl 10.25# Reaction 1 TL 3833 A Reaction 2 TL 3833# <br /> Bm Wt Included 97 A Maximum V 3833# <br /> Max Momenl 17144'# Max V(Reduced) 3727 A <br /> TL Maz Defi L/240 TL Aclual Dell L/56� <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attribufes $eGlioiL�(m.'�--Shear-Iin�J. n-Detl(inl-LLQeI� - <br /> Actual 94.92 42.19 0.19 U.11 <br /> Critical 85.72 23.29 0.48 0.32 <br /> Status OK OK OK OK <br /> Ratio 90qo 55% 41�e 35% <br /> Fb i Fv si E si x mil Fc� i <br /> Values Base Values 2400 240 1.8 650 <br /> Base Ad'usled 2400 240 1.8 650 <br /> Adiusfinenfs Cv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 7.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 t.00 1.00 _ <br /> CI Stabilily 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> Loads Unilorm LL:50 Uniform TL: 84 =A _ <br /> Point LL Point TL Distance _ ___________ _ ______ <br /> 3870 B=6771 4.75 <br /> � - -- - <br /> - - - - <br /> Unilorm Load A <br /> _- ---- <br /> -- - ____ ._-- --- <br /> Pt Ioads:Q __ �� _Q <br /> R 1 =3833 R2=3833 <br /> SPAN =9.5 FT <br /> Unilorm and partial uniform loads are Ibs per lineal ft. <br /> Yv <br />