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S • <br /> .:!:.:,,vie. <br /> {> � and then using the"Punting& <br /> «, '' _ AWB Engineering,Inc. <br /> 206.650.6196 <br /> Wood Beam File=alUsers1Wade1DeskloptAWB2o1-2\TOMMY•-11Calcs\calcs.ec6 <br /> ENERCALC,INC.1983.2013,Build:6.13.1.31,Ver.6.13.1.31 <br /> Lic.#:KW-06006706 Licensee:AWB ENGINEERING <br /> Description: Header New Addtion at new opening <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd C FN C i C r C m C t C L M ib Ft V iv F'v <br /> +D+W+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=5.0 ft 1 0.131 0.078 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.39 152.88 1170.00 0.24 14.02 180.00 <br /> +D+0.70E+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=5.0 ft 1 0.131 0.078 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.39 152.88 1170.00 0.24 14.02 180.00 <br /> +D+0.750Lr+0.750L+0.750W+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=5.0 ft 1 0.375 0.224 1.00 1.30 1.00 1.00 1.00 1.00 1.00 1.12 439.07 1170.00 0.68 40.27 180.00 <br /> +0+0.750L+0.750S+0.750W+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=5.0 ft 1 0.375 0.224 1.00 1.30 1.00 1.00 1.00 1.00 1.00 1.12 439.07 1170.00 0.68 40.27 180.00 <br /> +D+0.750Lr+0.750L+0.5250E+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=5.0 ft 1 0.375 0.224 1.00 1.30 1.00 1.00 1.00 1.00 1.00 1.12 439.07 1170.00 0.68 40.27 180.00 <br /> +D+0.750L+0.750S+0.5250E+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=5.0 ft 1 0.375 0.224 1.00 1.30 1.00 1.00 1.00 1.00 1.00 1.12 439.07 1170.00 0.68 40.27 180.00 <br /> +0.60D+W+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=5.0 ft 1 0.078 0.047 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.23 91.73 1170.00 0.14 8.41 180.00 <br /> +0.60D+0.70E+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=5.0 ft 1 0.078 0.047 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.23 91.73 1170.00 0.14 8.41 180.00 <br /> Overall Maximum Deflections-Unfactored Loads <br /> Load Combination Span Max.'"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> D+L 1 0.0348 2.518 0.0000 0.000 <br /> Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 1.093 1.093 <br /> D Only 0.313 0.313 <br /> L Only 0.780 0.780 <br /> D+L 1.093 1.093 <br />