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General Beam,Analysis Project Ffl <br /> e:EIVEF{cALc_2o <br /> LIC#:KW-06015335,Build:20.24.04.09 D.S.ENGINEERING PC (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: Latreal Load to Adapter Curb <br /> Load Combination Max Stress Ratios Summary of Moment Values (k-ft) Shear Values (k) <br /> Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max VnxVnx/Omega <br /> Dsgn. L= 8.50 ft 2 -0.00 -2.40 2.40 0.58 <br /> Dsgn. L= 2.50 ft 3 -0.24 0.24 0.19 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> W Only 1 0.1382 10.162 0.0000 0.000 <br /> 2 0.0000 10.162 W Only 0.0124 3.443 <br /> W Only 3 0.0095 2.500 0.0000 3.443 <br /> Vertical Reactions Support notation: Far left is# Values in KIPS <br /> Load Combination Support 1 Support 2 Support 3 Support 4 <br /> Overall MAXimum 1.156 3.012 0.494 <br /> Overall MINimum <br /> +0.60W 0.693 1.807 0.226 <br /> E Only.0.70 0.598 1.656 0.346 -- <br /> +0.450W 0.520 1.356 0.170 <br /> E Only*0.5250 0.448 0.259 <br /> W Only 1.156 3.012 0.377 <br /> E Only 0.854 5 0.494 <br /> nA/V4, <br /> (6 <br />