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BeamChek v20061icensed to: Architectural Design lssociates PS Reg # 5234-65425 <br />Nielsen roof beam roof beam <br />BM#2 Date� t0102172 <br />Selec�ion 3-118x 9 GLB 16F-V2 HFIHF Lu = 0.0 Ft <br />Condi(ions <br />Min Bearing Area R1= 1.6 in' R2= 2.5 in' <br />Dafa Beam Spa� 1z.5 h <br />Beam Wt per ft 6.8' # Reaction 1 TL 904 # Reaction 2 TL 1274 # <br />Bm Wt Included 85 # Maximum V 1274 # <br />Max Moment 5422'# Max V(Reduced) 1250 # <br />TL Max DeA L' 240 TL Ac;ual DeFl L/ 318 <br />Aftiibutos Section (in') Shear Qn') TL DeFl (in) <br />AcWal 42.19 28.13 0.47 <br />Critical 40.56 962 0.63 <br />Status QK OK OK <br />Ralio 9S% 34% 75% _ <br />Fb (psi) Fv (psi) E(psi x mil) Fc1(psi) __ <br />Values BaseValues 1600 195 tA 500 <br />Base Adjusted 1600 195 1 4 500 <br />Adiustmenfs Cv Vol�me 1.000 <br />Cd Duration 1 AO 1.00 <br />Cr Repetitive 1.00 <br />Ch Shear Slress N!A <br />Cm VJet Use 1.00 1.00 1.00 1 DO <br />CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 <br />Loads <br />Point TL Distance <br />B = 1680 8 0 <br />Uniform TL: 25 = A <br />5537 <br />� R�CHI� <br />� <br />Uniform Load A <br />Pt loads B <br />R1 = 804 R2 = 1274 <br />SPAN = 12.5 FT <br />Uniform and partiai unitorm loads are Ibs per lineal ft. <br />�Z <br />