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• Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Wood Beam <br />Project File: 230104_Praft Duplex_enercalc trib_210208_s2205013.ec6 <br />LIC# : KW-06017385, Build:20.22.2.2 <br />SOUND STRUCTURAL <br />SOLUTIONS <br />(c) ENERCALC INC 1983-2022 <br />DESCRIPTION: Copy of *1-18 <br />Maximum Forces & Stresses for <br />Load Combinations <br />Load Combination max Stress Ratios <br />Moment Values <br />Shear Values <br />Segment Length Span # M V <br />Cd CFN <br />C i <br />Cr <br />Cm <br />C t C L M <br />fb <br />F'b V <br />fv F'v <br />Length = 16.250 ft 1 0.088 0.063 <br />1.60 1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 1.00 5,86 <br />410.18 <br />4640.00 1.44 <br />29.45 464.00 <br />+1.140D <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 1.00 <br />0.00 0.00 <br />0.00 0.00 <br />Length = 16.250 ft 1 0.168 0.121 <br />1.60 1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 1.00 11.14 <br />779.34 <br />4640.00 2.74 <br />55.95 464.00 <br />+1.105D+0.750L+0.750S <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 1.00 <br />0.00 0.00 <br />0.00 0.00 <br />Length = 16.250 ft 1 0.385 0.276 <br />1.60 1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 1.00 25.53 <br />1,786.05 <br />4640.00 6.28 <br />128.23 464.00 <br />+0.460D <br />1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 1.00 <br />0.00 0.00 <br />0.00 0.0C <br />Length = 16.250 ft 1 0.068 0.049 <br />1.60 1.000 <br />1.00 <br />1.00 <br />1.00 <br />1.00 1.00 4.49 <br />314.47 <br />4640.00 1.11 <br />22.58 464.00 <br />Overall Maximum Deflections <br />Load Combination Span <br />Max. "" Defl <br />Location in Span <br />Load Combination <br />Max. "+" Deft Location in Span <br />+D+L 1 <br />0.4873 <br />8,152 <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 />6.630 <br />6.630 <br />Overall MINimum <br />0.609 <br />0.609 <br />D Only <br />2.405 <br />2.405 <br />+D+L <br />6.630 <br />6.630 <br />+D+S <br />3.00 <br />A <br />+D+0.750L+0.750S <br />31 <br />6,031 <br />+D+0.750L <br />5. <br />.574 574 <br />5.574 <br />+0.60D <br />1.443 <br />1.443 <br />L Only <br />S Only <br />4.225 <br />0.609 <br />4.225 <br />0.609j <br />CITY OF EVERETT­ <br />Permit Services <br />