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1610 106TH PL SW A, B 2024-12-09
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1610 106TH PL SW A, B 2024-12-09
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Last modified
12/9/2024 1:54:04 PM
Creation date
11/15/2024 7:07:50 AM
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Address Document
Street Name
106TH PL SW
Street Number
1610
Unit
A, B
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• Project Title: • <br />Engineer: <br />Project ID: <br />Project Descr: <br />I Wood Beam Project File: 230104_Pratt Duplex_enercalc trib_210208_s2205013.ec6 <br />DESCRIPTION: Copy of *1-18 <br />Maximum Forces & Stresses for Load Combinations <br />Load Combination <br />max zitress Ratios <br />moment values <br />z5near <br />values <br />Segment Length <br />Span # <br />M <br />V <br />Cd <br />C FN <br />C i <br />Cr <br />Cm <br />C t <br />C L <br />M <br />fb <br />F'b <br />V <br />fv <br />F'v <br />Length = 16.250 ft <br />1 <br />0.088 <br />0.063 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />5.86 <br />410.18 <br />4640.00 <br />1.44 <br />29.45 <br />464.00 <br />+1.140D <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 = 16.250 ft <br />1 <br />0.168 <br />0.121 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />11.14 <br />779.34 <br />4640.00 <br />2.74 <br />55.95 <br />464.00 <br />+1.105D+0.750L+0.750S <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 = 16.250 ft <br />1 <br />0.385 <br />0.276 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />25.53 <br />1,786.05 <br />4640.00 <br />6.28 <br />128.23 <br />464.00 <br />+0.460D <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 = 16.250 ft <br />1 <br />0.068 <br />0.049 <br />1.60 <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />4.49 <br />314.47 <br />4640.00 <br />1.11 <br />22.58 <br />464.00 <br />Overall Maximum Deflections <br />Load Combination <br />Span Max. "-" Defl Location in Span Load Combination <br />Max. "+" Defl Location in Span <br />+D+L <br />1 0.4873 <br />8.152 <br />0.0000 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 />6.630 <br />6.630 <br />Overall MINimum <br />Only <br />0.609 <br />2.405. <br />0.609 <br />+ p+L <br />6.630630 <br />6.630 <br />+D+S <br />3.014 <br />3.014 <br />+D+0.750L+0.750S <br />6.031 <br />6.031 <br />+D+0.750L <br />5.574 <br />5.574 <br />MAR 14 2024 <br />+0.60D <br />1.443 <br />1.443 <br />L Only <br />SOnly <br />4.225 <br />0.609 <br />4.225 <br />0.609 <br />CITY 0 F EVERETT <br />Permit Services <br />
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