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t tip <br /> S • <br /> JrL4 / <br /> t_>! and then using the"Panting& <br /> 1i, <br /> '�r ' "c' AWB Engineering,Inc. <br /> �,r _.,.:a'-'.206.650.6196 <br /> Wood Beam File=c:�userslWadel0esktop1AW0201-21TOMMY'-11Calcslcalcs.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 Worst Case <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd C FN C i Cr Cm C t C L M fb F'b V fv 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=6.0 ft 1 0.090 0.047 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.27 105.67 1170.00 0.14 8.54 180.00 <br /> +0+0.70E+11 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=6.0 ft 1 0.090 0.047 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.27 105.67 1170.00 0.14 8.54 180.00 <br /> +0+0.750Lr+0.750L+0.750W+1-1 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=6.0 ft 1 0.452 0.237 1.00 1.30 1.00 1.00 1.00 1.00 1.00 1.35 528.35 1170.00 0.72 42.72 180.00 <br /> +D+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=6.011 1 0.452 0.237 1.00 1.30 1.00 1.00 1.00 1.00 1.00 1.35 528.35 1170.00 0.72 42.72 180.00 <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=6.0 ft 1 0.452 0.237 1.00 1.30 1.00 1.00 1.00 1.00 1.00 1.35 528.35 1170.00 0.72 42.72 180.00 <br /> +0+0.7501_+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=6.0 ft 1 0.452 0.237 1.00 1.30 1.00 1.00 1.00 1.00 1.00 1.35 528.35 1170.00 0.72 42.72 180.00 <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=6.0 ft 1 0.054 0.028 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.16 63.40 1170.00 0.09 5.13 180.00 <br /> +0.60D+0.70E41 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=6.0 ft 1 0.054 0.028 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.16 63.40 1170.00 0.09 5.13 180.00 <br /> Overall Maximum Deflections-Unfactored Loads _ <br /> Load Combination Span Max.' Deft Location in Span Load Combination Max.'+"Defl Location in Span <br /> D+L 1 0.0627 3.022 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 1.140 1.140 <br /> D Only 0.180 0.180 <br /> L Only 0.960 0.960 <br /> D+L 1.140 1.140 <br />