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2616 COLBY AVE FRYING LEMON FISH 2024-02-09
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2616 COLBY AVE FRYING LEMON FISH 2024-02-09
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2/9/2024 1:30:36 PM
Creation date
12/29/2023 3:31:31 PM
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Address Document
Street Name
COLBY AVE
Street Number
2616
Tenant Name
FRYING LEMON FISH
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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 />DESCRIPTION: 2x12 roof joist <br />Load Combination Max Stress Ratios <br />Segment Length Span# M V Cd CFN Ci Cr <br />,UTV.VVvv Tl I <br />Length = 20.20 ft 1 <br />0.270 <br />0.109 <br />+D+0.70E+H <br />Length = 20.20 ft 1 <br />0.270 <br />0.109 <br />+D+0.750 Lr+0.750L+0.450W+H <br />Length = 20.20 ft 1 <br />0.606 <br />0.222 <br />+D+0.750 L+0.750 S+0.450 W+ H <br />Length = 20.20 ft 1 <br />0.270 <br />0.109 <br />+D+0.750 L+0.750 S+0.5250 E+ H <br />Length = 20.20 ft 1 <br />0.270 <br />0.109 <br />+0.60D+0.60W+0.60H <br />Length = 20.20 ft 1 <br />0.162 <br />0.066 <br />+0.60D+0.70E+0.60H <br />Length = 20.20 ft 1 <br />0.162 <br />0.066 <br />Overall Maximum Deflections <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Moment Values <br />Cm C t CL M fb F'b <br />Printed: 18 APR 2020, 1:50PM <br />Shear Values <br />V fv F'v <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 />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.54 <br />583.80 <br />2160.00 <br />0.33 <br />29.71 <br />272.00 <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 />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.54 <br />583.80 <br />2160.00 <br />0.33 <br />29.71 <br />272.00 <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 />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />3.45 <br />1,308.96 <br />2160.00 <br />0.68 <br />60.43 <br />272.00 <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 />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.54 <br />583.80 <br />2160.00 <br />0.33 <br />29.71 <br />272.00 <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 />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.54 <br />583.80 <br />2160.00 <br />0.33 <br />29.71 <br />272.00 <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 />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.92 <br />350.28 <br />2160.00 <br />0.20 <br />17.83 <br />272.00 <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 />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.92 <br />350.28 <br />2160.00 <br />0.20 <br />17.83 <br />272.00 <br />Load Combination Span Max. "" Defl Location in Span Load Combination Max. °+° Defl Location in Span <br />+D+Lr+H 1 1.0717 10.100 0.0000 0.000 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Load Combination <br />Support 1 <br />Support 2 <br />Overall MAXimum <br />0.860 <br />0.801 <br />Overall MINimum <br />0.505 <br />0.505 <br />+D+H <br />0.355 <br />0.296 <br />+D+L+H <br />0.355 <br />0.296 <br />+D+Lr+H <br />0.860 <br />0.801 <br />+D+S+H <br />0.355 <br />0.296 <br />+D+0.750Lr+0.750L+H <br />0.734 <br />0.675 <br />+D+0.750L+0.750S+H <br />0.355 <br />0.296 <br />+D+0.60W+H <br />0.355 <br />0.296 <br />+D+0.70E+H <br />0.355 <br />0.296 <br />+D+0.750Lr+0.750L+0.450W+H <br />0.734 <br />0.675 <br />+D+0.750L+0.750S+0.450W+H <br />0.355 <br />0.296 <br />+D+0.750L+0.750S+0.5250E+H <br />0.355 <br />0.296 <br />+0.60D+0.60W+0.60H <br />0.213 <br />0.178 <br />+0.60D+0.70E+0.60H <br />0.213 <br />0.178 <br />D Only <br />0.355 <br />0.296 <br />Lr Only <br />0.505 <br />0.505 <br />L Only <br />S Only <br />W Only <br />E Only <br />H Only <br />
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