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ca4��-�a I <br />BeamChek v2007 iicensed to: Doug Williams Reg X 9077-2098 <br />Beeson Gerage 9' Garage Door <br />De�e: 824/09 <br />Selection J-1/8z 12 GLB 24F-V4 DFIDF Lu = 0.0 Ft <br />n�o difions NDS 2001 <br />Min Bearing Area R1= 8.9 in' R2= 8.9 in' (1.5) DL OeFl= 0.08 in Recan Camber- 0.12 in <br />Date Beam Span 9.0 ft Readion 1 LL 3218 K Reaction 2 LL 3218/t <br />Beam Wt per fl 9.11 N Reaction 1 TL M96 k Reaction 2 TL 4498 X <br />Bm Wt InGuded 82 A Maximum V 4t96 N <br />Maz Moment 10116 Yt Max V(Reduced) 34971t <br />TL Max Defl L I 240 TL Actual Defl l. / 520 <br />LL Max Defl L/ 360 LL Actual Defl L/ 830 <br />Attribufes Section in <br />Adual 75.00 <br />Critiwl 50.58 <br />Slatus OK <br />Ratio 67% <br />Values Reference Values <br />Ad'usted Velues <br />Adiushnents Cv Volume <br />Cd Duration <br />Cr Repetitive <br />Ch Shear Stress <br />Cm Wet Use <br />G Stabi'ity <br />Loeds <br />Shear (in') TL De11(n) LL Defl <br />37.50 0.21 0.13 <br />21,86 0.45 0.30 <br />OK OK OK <br />58% 46% 43% <br />Fb (psi) Fv (psi) E(psi x mil) Fc �(psi) <br />2400 240 1.8 fi50 <br />1.000 <br />1.00 1.00 <br />7.00 <br />N/A <br />1.00 1.00 1.00 <br />1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 <br />UniformLl:'15 UniformTL:990 =A <br />�— Uniform Load A � <br />0 0 <br />R 1= 4496 R2 = 4496 <br />SPAN = 9 FT <br />Unitorm and partial unifortn loads are Ibs per lineal ft. <br />C �.I iv� �A� �14�P CAYJ <br />