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y4 <br /> • I <br /> U „t- <br /> i, 0,_:.- �' 'fir'r'' :' r <br /> 4 JJ <br /> u r 1A: yM i, 3 �,;- <br /> ' *�4 r\ : and then using the'Printing& <br /> i ��"5� 'r ` AWB Engineering,Inc. <br /> 206.650.6196 <br /> Wood Beam File=c:1UsersMWade\Desldop1AWB201-21TOMMr-11Caics\caics.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 Storage <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 iv Fit <br /> +D+W+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=16.0 ft 1 0.263 0.075 1.00 1.10 1.00 1.00 1.00 1.00 1.00 1.60 260.06 990.00 0.35 13.46 180.00 <br /> +D+0.70E+1-1 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=16.0 ft 1 0.263 0.075 1.00 1.10 1.00 1.00 1.00 1.00 1.00 1.60 260.06 990.00 0.35 13.46 180.00 <br /> +D+0.750Lr+0.750L+0.750W+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=16.0 ft 1 0.263 0.075 1.00 1.10 1.00 1.00 1.00 1.00 1.00 1.60 260.06 990.00 0.35 13.46 180.00 <br /> -+D+0.750L+0.750S+0.750W+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=16.0 ft 1 0.755 0.215 1.00 1.10 1.00 1.00 1.00 1.00 1.00 4.60 747.68 990.00 1.02 38.69 180.00 <br /> +D+0.750Lr+0.750L+0.5250E+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=16.0 ft 1 0.263 0.075 1.00 1.10 1.00 1.00 1.00 1.00 1.00 1.60 260.06 990.00 0.35 13.46 180.00 <br /> +D+0.750L+0.750S+0.5250E+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=16.0 ft 1 0.755 0.215 1.00 1.10 1.00 1.00 1.00 1.00 1.00 4.60 747.68 990.00 1.02 38.69 180.00 <br /> +0.600+W+11 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=16.0 ft 1 0.158 0.045 1.00 1.10 1.00 1.00 1.00 1.00 1.00 0.96 156.04 990.00 0.21 8.08 180.00 <br /> +0.60D+0.70E+H 1.10 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=16.0 ft 1 0.158 0.045 1.00 1.10 1.00 1.00 1.00 1.00 1.00 0.96 156.04 990.00 0.21 8.08 180.00 <br /> Overall Maximum Deflections•Unfactored Loads <br /> Load Combination Span Max.'"Defl Location in Span Load Combination Max."+•Defl Location in Span <br /> D+S 1 0.3906 8.058 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 1.400 1.400 <br /> D Only 0.400 0.400 <br /> S Only 1.000 1.000 <br /> D+S 1.400 1.400 <br />