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BeamClrek v20 t 1 licensed to: Design lines, Inc. Reg r/ 230864256 <br />Oberg Garage Garage/shop rear wall headers <br />M-02 Prepared by: DP Date:4/05/12 <br />Attribufes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adjustments <br />(2) 21r 6 NF 02 Lu - 0.0 FI <br />min neanng Area HI- 2.7 in' 1`12- 2.7 in' (1.5) DL Dell. 0.04 in <br />Beam Span <br />4.5 It <br />Reaction 1 LL <br />7880 Reaction 2 LL 788 it <br />Beam WI per II <br />4.01 8 <br />Reaction 1 TL <br />11120 Reaction 2 TL 11120 <br />Bra WI Included <br />18 X <br />Maximum V <br />1112If <br />Max Moment <br />1250 *0 <br />Max V (Reduced) <br />8850 <br />TL Max Dell <br />L / 240 <br />TL Actual Deg <br />L 1560 <br />LL Max Dell <br />1.1360 <br />LL Actual Dell <br />L / 906 <br />becrron in- bnear r IL Den (in) LL DO <br />15.13 16.50 0.10 0.06 <br />13.58 8.85 0.23 0.15 <br />OK OK OK OK <br />9D% 54% 43% 40% <br />F__b (psi) <br />Fv (psi) <br />E (psi x mil) <br />Fc L (psi) <br />Reference Values <br />850 <br />150 <br />1.3 <br />405 <br />Adjusted Values <br />1105 <br />150 <br />1.3 <br />405 <br />CF Size Factor <br />1.300 <br />Cd Duration <br />1.00 <br />1.00 <br />Cr Ropelitive <br />1.00 <br />Ch Shear Stress <br />NIA <br />Cm Wet Use <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Cl Stability <br />1.0000 <br />Rb . 0.00 <br />Le . 0.00 Ft <br />_ <br />UnnOnn LL: JDU Uniform IL: 490 = A <br />Uniform Load A _ ] <br />R1 . 1112 R2 - 1112 <br />SPAN - 4.5 FT <br />Uniform and partial uniform bads are Ibs per lineal ft. <br />