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Title Block Line 1 <br />You can change this area <br />using the "Settings" menu item <br />and then using the "Printing & <br />Title Block' selection. <br />Title Block Line 6 <br />Project Title: <br />Engineer: <br />Project Descr: <br />Project ID: <br />Prir'cd: 10 MAR 2014, 1019PM <br />Wood Beam File= C.\SUNSTR -1\314-319·CHECKE·-1.EC6 <br />ENERCALC, INC 1983-2013, Build·6.138.31, Voi·6 13.831IEEZIEW-06010376.--Licen.see:Sunstr <br />Description :Check existing 2x4 rafters w/ max. 4 anchors (purin @ 6.5 ft o.c.) <br />Load Combination Max Stress Ratios Moment Values Shear Values <br />Segment Length Span # M V Cd CFN Cl Cr Cmct CL M fb F'b V f, Fv <br />Length = 6.50 ft 2 0 453 0.231 1.60 1.50 1.00 1.00 1.00 100 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. "-¤ Den Localion in Span Load Combination Max. '+P Defl 1-ocaoh in Span <br />1 0.0000 0.000 W Only -0.1755 3.087 <br />D Only 2 0.0004 0.182 W Only -0.1871 3.885 <br />Vertical Reactions · Unfactored Support notalion: Far left is #1 Values in KIPS <br />Load Combination Support 1 Support 2 Support 3 <br />Ovefall MAXimum -0.089 -0.875 -0.176 <br />D Only 0.073 0.244 O.on <br />W Only -0.089 -0.875 -0.176 <br />DAN -0.016 -0 631 -0.103