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Title'Block One 1 <br />You can change this area <br />using the 'Settings" menu item <br />ahd then using the 'Printing & <br />Title Block" selection. <br />Title Block Line 6 <br />Description : Check existing 2£4 rafters w/ max. 4 anchors (pu d in @ 6.5 ft o.c J <br />Project Title: <br />Engineer: <br />ProJect Descr: <br />Project ID: <br />P,infed: 10 MAR 2014, 10 19PM <br />Wood Beam - File = C.\SUNSTR···1\514-319·CHECKE-1.EC6 <br />ENERCALC. INC 1983-2013. Bifld 6 13.8.31. Vet 6 13-831 <br />Lic.,# 'yKW-0601i0376 licensee : Sunstro.ng Structural.I <br />Load Combination Max Stress Ratios Moment Values Shear Values <br />Segment Length Span # M V Cd c FN L i Gr Cm Ct CL M & R V Tv F'v <br />Length = 6.50 ft 2 0.453 0.231 1.60 1.50 1.00 1.00 1.00 1.00 0.97 0.24 950.74 2099.41 0.19 66.64 288.00 <br />Overall Maximum Deflections · Unfactored Loads <br />Load Combination Span Max. "-° Defl Location in Span Load Combination -Max. '4 Defl Location in Span <br />1 010000 0.000 Woty -0.1755 3.087 <br />D Only 2 0.0004 0.182 W Only -0.1871 3.885 <br />Vertical Reactions - Unfactored Support notation: Far left is #1 Values in KIPS <br />Load Combination Support 1 Support;2 Support 3 <br />Overall MUimum -0.089 -0.875 -0.176 <br />D Only 0.073 0244 0.073 <br />W Only -0.089 -·0.875 -0.176 <br />D+W -0.016 -0.631 -0.103