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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 />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />DESCRIPTION: 2 x12 Roof Joist <br />Load Combination Max Stress Ratios <br />Segment Length Span # M V C d C FN C i Cr C m C t C L <br />TUTV.VVYYTII <br />I.VVV <br />I.VV <br />1. IV <br />I.VV <br />I.VV <br />I.VV <br />Length = 20.20 ft 1 <br />0.247 <br />0.094 <br />1.60 <br />1.000 <br />1.00 <br />1.15 <br />1.00 <br />1.00 <br />1.00 <br />+D+0.70E+H <br />1.000 <br />1.00 <br />1.15 <br />1.00 <br />1.00 <br />1.00 <br />Length = 20.20 ft 1 <br />0.247 <br />0.094 <br />1.60 <br />1.000 <br />1.00 <br />1.15 <br />1.00 <br />1.00 <br />1.00 <br />+D+0.750Lr+0.750L+0.450W+H <br />1.000 <br />1.00 <br />1.15 <br />1.00 <br />1.00 <br />1.00 <br />Length = 20.20 ft 1 <br />0.538 <br />0.206 <br />1.60 <br />1.000 <br />1.00 <br />1.15 <br />1.00 <br />1.00 <br />1.00 <br />+D+0.750L+0.750S+0.450W+H <br />1.000 <br />1.00 <br />1.15 <br />1.00 <br />1.00 <br />1.00 <br />Length = 20.20 ft 1 <br />0.538 <br />0.206 <br />1.60 <br />1.000 <br />1.00 <br />1.15 <br />1.00 <br />1.00 <br />1.00 <br />+D+0.750L+0.750S+0.5250E+H <br />1.000 <br />1.00 <br />1.15 <br />1.00 <br />1.00 <br />1.00 <br />Length = 20.20 ft 1 <br />0.538 <br />0.206 <br />1.60 <br />1.000 <br />1.00 <br />1.15 <br />1.00 <br />1.00 <br />1.00 <br />+0.60D+0.60W+0.60H <br />1.000 <br />1.00 <br />1.15 <br />1.00 <br />1.00 <br />1.00 <br />Length = 20.20 ft 1 <br />0.148 <br />0.056 <br />1.60 <br />1.000 <br />1.00 <br />1.15 <br />1.00 <br />1.00 <br />1.00 <br />+0.60D+0.70E+0.60H <br />1.000 <br />1.00 <br />1.15 <br />1.00 <br />1.00 <br />1.00 <br />Length = 20.20 ft 1 <br />0.148 <br />0.056 <br />1.60 <br />1.000 <br />1.00 <br />1.15 <br />1.00 <br />1.00 <br />1.00 <br />Overall Maximum Deflections <br />Load Combination Span Max. "" Defl Location in Span Load Combination <br />+D+L+H 1 1.0771 10.100 <br />Vertical Reactions Support notation : Far left is #1 <br />Load Combination <br />Support 1 <br />Support 2 <br />Overall MAXimum <br />0.816 <br />0.804 <br />Overall MINimum <br />0.505 <br />0.505 <br />+D+H <br />0.311 <br />0.299 <br />+D+L+H <br />0.816 <br />0.804 <br />+D+Lr+H <br />0.311 <br />0.299 <br />+D+S+H <br />0.311 <br />0.299 <br />+D+0.750Lr+0.750L+H <br />0.690 <br />0.678 <br />+D+0.750L+0.750S+H <br />0.690 <br />0.678 <br />+D+0.60W+H <br />0.311 <br />0.299 <br />+D+0.70E+H <br />0.311 <br />0.299 <br />+D+0.750Lr+0.750L+0.450W+H <br />0.690 <br />0.678 <br />+D+0.750L+0.750S+0.450W+H <br />0.690 <br />0.678 <br />+D+0.750L+0.750S+0.5250E+H <br />0.690 <br />0.678 <br />+0.60D+0.60W+0.60H <br />0.186 <br />0.179 <br />+0.60D+0.70E+0.60H <br />0.186 <br />0.179 <br />D Only <br />0.311 <br />0.299 <br />L Only <br />0.505 <br />0.505 <br />H Only <br />Printed: 20 SEP 2021, 10:58PM <br />Moment Values Shear Values <br />M fb F'b V fv F'v <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />1.62 <br />612.58 <br />2484.00 <br />0.29 <br />25.45 <br />272.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />1.62 <br />612.58 <br />2484.00 <br />0.29 <br />25.45 <br />272.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />3.52 <br />1,336.48 <br />2484.00 <br />0.63 <br />56.17 <br />272.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />3.52 <br />1,336.48 <br />2484.00 <br />0.63 <br />56.17 <br />272.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />3.52 <br />1,336.48 <br />2484.00 <br />0.63 <br />56.17 <br />272.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.97 <br />367.55 <br />2484.00 <br />0.17 <br />15.27 <br />272.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.97 <br />367.55 <br />2484.00 <br />0.17 <br />15.27 <br />272.00 <br />Max.'Y' Defl Location in Span <br />0.0000 0.000 <br />Values in KIPS <br />