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4 <br /> i" +°< • • <br /> 7-rs>.V .2,7 '* <br /> [� . . and then using the'Printing& <br /> ' f' ' AWB Engineering,Inc. <br /> ' 206.650.6196 <br /> File=c:lUserslWadelDesktopAWB201-21T0MMY-11Calcstcai s.ec6 <br /> Wood Beam ENERCALC,INC.1983-2013,Build:6.13.1.31,Ver:6.13.1.31 <br /> • <br /> Lic.#: KW-06006706 Licensee:AWB ENGINEERING <br /> Description: Deck Beam <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd C FN C i Cr C m C t C L M fb F'b V fv F'v <br /> +D+W+H 1.30 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=7.0 ft 1 0.081 0.043 1.00 1.30 0.80 1.00 1.00 1.00 1.00 0.18 71.91 884.00 0.09 5.16 120.00 <br /> +D+0.70E+H 1.30 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=7.0 ft 1 0.081 0.043 1.00 1.30 0.80 1.00 1.00 1.00 1.00 0.18 71.91 884.00 0.09 5.16 120.00 <br /> +0+0.750Lr+0.750L+0.750W+H 1.30 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=7.0 ft 1 0.325 0.172 1.00 1.30 0.80 1.00 1.00 1.00 1.00 0.74 287.66 884.00 0.35 20.66 120.00 <br /> +D+0.750L+0.750S+0.750W+H 1.30 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=7.0 ft 1 0.325 0.172 1.00 1.30 0.80 1.00 1.00 1.00 1.00 0.74 287.66 884.00 0.35 20.66 120.00 <br /> +D+0.750Lr+0.750L+0.5250E+H 1.30 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=7.0 ft 1 0.325 0.172 1.00 1.30 0.80 1.00 1.00 1.00 1.00 0.74 287.66 884.00 0.35 20.66 120.00 <br /> +D+0.750L+0.750S+0.5250E+H 1.30 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=7.0 ft 1 0.325 0.172 1.00 1.30 0.80 1.00 1.00 1.00 1.00 0.74 287.66 884.00 0.35 20,66 120.00 <br /> +0.60D+W+H 1.30 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=7.0 ft 1 0.049 0.026 1.00 1.30 0.80 1.00 1.00 1.00 1.00 0.11 43.15 884.00 0.05 3.10 120.00 <br /> +0.60D+0.70E+H 1.30 0.80 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=7.0 ft 1 0.049 0.026 1.00 1.30 0.80 1.00 1.00 1.00 1.00 0.11 43.15 884.00 0.05 3.10 120.00 <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 0.0594 3.526 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 0.525 0.525 <br /> D Only 0.105 0.105 <br /> L Only 0.420 0.420 <br /> D+L 0.525 0.525 <br />