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C 0 3 D a- <br />Design LJnes, Inc. <br />Everett, We (425)353-0531 <br />BeamChek v2.4 Noensed to: duane rowett Reg 0 2309.64256 <br />Rick 8 Lynn Remsing <br />dining room arch beam <br />Prepared by: JCR Date: 9/24/03 <br />eS lecfion 4x 6 DF-L #2 _ <br />Lu = 0.0 Ft <br />Conditions NDS'97 <br />Min Bearing Area <br />R1=1.7 in' R2= 1.1 in' DL Defl 0.04 in <br />Data <br />Beam Span <br />8.75 fl Reactioa 1 LL 8371E Reaction 2 LL <br />1033 A <br />Beam W t per fl <br />6.17 A Reaction 1 TL 1074 #1 Reaction 2 TL <br />1319 f <br />Bm Wt Included <br />54 N Maramum V 1319 M <br />Max Moment <br />26281 Max V (Reduced) 1119 #1 <br />TL Max Defl <br />L / 240 rL Actual Dell L / 519 <br />LL Max Deli <br />L / 380 LL Actual Dell L / 065 <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Section rn Sheer CurJ <br />TL Dell (in) <br />LL Dell <br />30.66 <br />25.38 <br />0.20 <br />0.16 <br />26.96 <br />17.67 <br />0.44 <br />0.29 <br />7K <br />OK <br />OK <br />OK <br />AC% <br />70% <br />40. <br />54% <br />Fb (psi) <br />Fv (psi) <br />E (psi x mill <br />Fc-L (psi) <br />Base Values <br />_ <br />900 <br />95 <br />1.6 <br />825 <br />Base Ad'usted <br />1170 <br />95 <br />1.6 <br />625 <br />A(*usLnents CF Size Factor <br />Cd Uuratr.,n <br />Cr Repetitive <br />Ch She3r Stress <br />Cm Wet Use <br />1.300 <br />1.00 1.00 <br />1.00 <br />1.00 <br />1.00 1.00 1.00 1.00 <br />Cl Stability <br />--1 A000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 <br />Loads--- - JI <br />Par Unit LL Par Unit TL Start End <br />L------ ------ <br />170 H = 213 0 4.5 <br />260 t = 325 4.5 8.75 <br />C- A� M �CL%-t GVU C h (LL <br />Rl = 1074 R2 = 1319 <br />SPAN = 8.75 FT <br />Uni'orm and partial uniform loads are Ibs per lineal ft. <br />v <br />(rENEUSFP2 5 2003 <br />CITPermiF S ERETT <br />