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� <br /> , ��������� ����:'��� <br /> � <br /> BeamChek v2.4 licensed to:88 Reg#2308-64562 <br /> — _ _ _—__ --- - <br /> Hauser residence Family room main ridge beam <br /> Date: 12-02-05 <br /> Selection (3) 1-3/4x 18 2.OE LP Gang-Lam�LVL <br /> Conditions <br /> Min Bearing Area R1= 11.5 in2R2= 11.5 inZ DL Defl 0.19 in <br /> Data Beam Span 21.0 ft Reaction 1 LL 6300# Reaction 2 LL 6300# <br /> Beam Wt per ft 23.63# Reaction 1 TL 8648# Reaction 2 TL 8648# <br /> Bm Wt Included 496# Maximum V 8648# <br /> Max Moment 45402'# Max V(Reduced) 7413# <br /> TL Max Defl L/240 TL Actual Defl L/357 <br /> LL Max Defl L/480 LL Actual Defl L/491 <br /> Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 283.50 94.50 0.71 0.51 <br /> Critical 199.08 39.01 1.05 0.53 <br /> Status OK OK OK OK <br /> Ratio 70% 41% 67% 98% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc�(psi) <br /> Values Base Values 2900 285 2.0 750 <br /> Base Adjusted 2737 285 2.0 750 <br /> Adiustments CF Size Factor 0.944 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress 1.00 <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> Loads Uniform LL:600 Uniform TL: 800 =A <br /> Uniform Load A <br /> R 1 =8648 R2=8648 <br /> SPAN=21 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />