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Title Block Line 1 <br />Project Title: Page 5 <br />9 <br />You can change this area <br />Engineer: <br />using the "Settings" menu item <br />Project ID: <br />and then using the "Printing & <br />Project Descr: <br />Title Block" selection. <br />Title Block Line 6 <br />B <br />DESCRIPTION: 2 x12 Roof Joist <br />Load Combination <br />Max Stress Ratios <br />Moment Values <br />Shear Values <br />Segment Length Span # <br />M V <br />Cd <br />C FN <br />C i <br />Cr <br />C m <br />C t <br />C L <br />M <br />fb <br />F'b <br />V <br />fv <br />F'v <br />Length = 20.20 ft 1 <br />0.531 0.150 <br />1.15 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.61 <br />610.86 <br />1150.00 <br />0.35 <br />31.02 <br />207.00 <br />+D+0.60W+H <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Length = 20.20 ft 1 <br />0.382 0.108 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.61 <br />610.86 <br />1600.00 <br />0.35 <br />31.02 <br />288.00 <br />+D+0.70E+H <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Length = 20.20 ft 1 <br />0.382 0.108 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.61 <br />610.86 <br />1600.00 <br />0.35 <br />31.02 <br />288.00 <br />+D+0.750Lr+0.750L+0.450W+H <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Length = 20.20 ft 1 <br />0.681 0.180 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />2.87 <br />1,089.33 <br />1600.00 <br />0.58 <br />51.90 <br />288.00 <br />+D+0.750L+0.750S+0.450W+H <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Length = 20.20 ft 1 <br />0.382 0.108 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.61 <br />610.86 <br />1600.00 <br />0.35 <br />31.02 <br />288.00 <br />+D+0.750L+0.750S+0.5250E+H <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Length = 20.20 ft 1 <br />0.382 0.108 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.61 <br />610.86 <br />1600.00 <br />0.35 <br />31.02 <br />288.00 <br />+0.60D+0.60W+0.60H <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Length = 20.20 ft 1 <br />0.229 0.065 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.97 <br />366.52 <br />1600.00 <br />0.21 <br />18.61 <br />288.00 <br />+0.60D+0.70E+0.60H <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Length = 20.20 ft 1 <br />0.229 0.065 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.97 <br />366.52 <br />1600.00 <br />0.21 <br />18.61 <br />288.00 <br />Overall Maximum Deflections <br />Load Combination <br />Span <br />Max. "" <br />Defl Location <br />in Span <br />Load Combination <br />Max. "+" Defl <br />Location in <br />Span <br />+D+Lr+H <br />1 <br />0.8097 <br />9.953 <br />0.0000 <br />0.000 <br />Vertical Reactions <br />Support notation : Far left is #1 <br />Values in KIPS <br />Load Combination <br />Support 1 <br />Support 2 <br />Overall MAXimum <br />0.710 <br />0.595 <br />Overall MINimum <br />0.343 <br />0.343 <br />+D+H <br />0.366 <br />0.252 <br />+D+L+H <br />0.366 <br />0.252 <br />+D+Lr+H <br />0.710 <br />0.595 <br />+D+S+H <br />0.366 <br />0.252 <br />+D+0.750Lr+0.750L+H <br />0.624 <br />0.509 <br />+D+0.750L+0.750S+H <br />0.366 <br />0.252 <br />+D+0.60W+H <br />0.366 <br />0.252 <br />+D+0.70E+H <br />0.366 <br />0.252 <br />+D+0.750Lr+0.750L+0.450W+H <br />0.624 <br />0.509 <br />+D+0.750L+0.750S+0.450W+H <br />0.366 <br />0.252 <br />+D+0.750L+0.750S+0.5250E+H <br />0.366 <br />0.252 <br />+0.60D+0.60W+0.60H <br />0.220 <br />0.151 <br />+0.60D+0.70E+0.60H <br />0.220 <br />0.151 <br />D Only <br />0.366 <br />0.252 <br />Lr Only <br />0.343 <br />0.343 <br />H Only <br />