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Miller <br />Selection <br />Conditions <br />Data <br />Att�butes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />• • <br />BeamChek v2092 /icensed to: RAD Design Reg # 5234-65712 <br />Ridge Beam <br />Date: 4/18/13 <br />3-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu = 0 0 Ft <br />NDS 2005 <br />Min Bearing Area R1= 5.0 in2 R2= 5.0 inZ (1.5) DL Defl= 0.31 in Recom Camber= 0.46 in <br />Beam Span 16.0 ft Reaction 1 LL 2000 # Reaction 2 LL 2000 # <br />Beam Wt per ft 1025 # Reaction 1 TL 3282 # Reaction 2 TL 3282 # <br />Bm Wt Included 164 # Maximum V 3282 # <br />Max Moment 13128'# Max V(Reduced) 2820 # <br />TL Max Defl L/ 240 TL Actual Defl L/ 307 <br />LL Max Defl L/ 360 LL Actual Defl L/ 602 <br />Section (in') Shear (inz) TL Defl (in) LL Defl <br />94.92 42.19 0.63 0.32 <br />65.64 17.63 0.80 0.53 <br />OK OK OK OK <br />69% 42% 78% 60% <br />Fb (psi) Fv (psi) E(psi x mil) Fc �(psi) <br />Reference Values 2400 240 1.8 650 <br />Ad'usted Values 2400 240 1.8 650 <br />Cv Volume 1.000 <br />Cd Duration 1.00 1.00 <br />Cr Repetitive 1.00 <br />Ch Shear Stress N/A <br />Cm Wet Use 1.00 1 00 <br />CI Stability 1.0000 Rb = 0.00 <br />Uniform LL: 250 <br />1.00 <br />Le = 0.00 Ft <br />Uniform TL: 400 =A <br />1.00 <br />Uniform Load A <br />R1�82 � <br />R2 = 3282 <br />SPAN=16FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />`L � e o"`;r.- , r ��: —r,,♦---?, c� . °,. � �"1 <br />