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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 />Wood Beam <br />Lic. # : KW-06010376 <br />Project Title: <br />Engineer:Project ID: <br />Project Descr: <br />Printed: 25 MAR 2014, 9:38PM <br />File -C:\SUNSTR-1214-352\CHECKE-1.EC6 <br />ENERCALC, INC. 1983-2013, Build:6.13.8.31, Ver:6.13.8.31 <br />Licensee : Sunstrong Structura <br />Description :Check existing 2)(6 slope rafters w/ max. 4 anchors (purlin @ 8.5 ft o.c) <br />Load Combination Max Stress Ratios <br />Segment Length Span # M V Cd C FN <br />Length = 8.50 ft 1 0.238 0.099 1.60 1.00 <br />Length = 8.50 ft 2 0.261 0.122 1.60 1.00 <br />Overall Maximum Deflections - Unfactored Loads <br />Load Combination Span Max. "-" Defl <br />D Only 1 0.0445 <br />2 0.0000 <br />Moment Values Shear Values <br />Ci Cr Cm C t CL M fb F'b V fv F'v <br />1.00 1.15 1.00 1.00 0.94 0.23 370.11 1557.67 0.16 28.51 288.00 <br />1.00 1.15 1.00 1.00 0.94 0.26 405.94 1557.67 0.19 35.04 288.00 <br />Location in Span Load Combination Max. "+" Den Location in Span <br />3.609 0.0000 0.000 <br />3.609 W Only -0.1623 4.749 <br />Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS <br />Load Combination Support 1 Support 2 Support 3 <br />Overall MAXimum 0.096 -0.986 -0.193 <br />D Only 0.096 0.319 0.096 <br />W Only -0.049 -0.986 -0.193 <br />D+W 0.047 -0.667 -0.098