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DOUG W <br /> l <br /> ��, �Qy � �c <br /> BeamChek v20051icensed to:Doug Witliama Reg k 9077-20DB <br /> Sergej Oikanrv Garage Door <br /> Date:2/74107 <br /> ek flon 3 1/Ez 27 OLB IIF V�OFIDF Lu�0 0 Ft <br /> on itions <br /> Min deariny Area R1=�2.4 in' R2=9.3 id DL Defl 0.14 in Suypnted Cembef 0.21 in <br /> � ram Span �a.o n Reactlon 1 LL 4978� Reactlon 2 LL 3703� <br /> Beam Wt per R 15.95 X Readlon 1 TL 8092 R Readion 2 TL 8�53• <br /> Bm Wt Included 255 k Meximum V 8092 A <br /> Maz Moment 35117'M Mex V(Reduced) 6025• <br /> TL Max Oefl L!240 TL Actual Defl L/534 <br /> LL Max Detl �!360 LL Actual De11 L/887 <br /> Affribufes Section in' Sheer in' TL Dell in LL�ZZtI <br /> Actual 229.69 65.63 0.36 <br /> CrRlcel 175.SB 37.68 O.BO OK <br /> Stetus OK OK OK <br /> Ret10 76% 57% 45% 4z% <br /> Fb si Fv si E( si r ml� Fc� si <br /> Va!ues Base Values 2400 240 1.B 850 <br /> Bese Ad�usted 2400 240 _ 'I.8 850 <br /> Justmenfs Cv Volume 1.000 <br /> Cd Duration 1.00 1�� <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 t.00 1.00 1.D0 <br /> CI Stebility 1.0000 Rb=0.00 Le=0.00 Ft KDe=0.0 <br /> Loetls <br /> Point LL Pcint TL Distance Par Unit LL Par Unif TL 5180 On5 <br /> 1350 8=2180 105 313 H=� 2A <br /> 140D C= 2260 10.5 625 I= 1000 � <br /> 1400 D=2240 8 5 <br /> 0 <br /> H <br /> Pt loads � 8 <br /> 0 <br /> R� =8092 R2=6053 <br /> SPAN=16 FT <br /> Unitorm antl partial undorm IoaCs are Ibs per lineal ft. <br /> ��� <br />