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FI( E1d1 f2CLC2t1 <br /> LIC#.KW-06015335,BUIId:20.23.04.05 D.S.ENGINEERING PC/ (c)ENERCALC INC 1983 2023 <br /> DESCRIPTION: existing 2" deck+ 2.5"cone. topping <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 /> +D+0.60W+H 0.37 -0.89 0.89 0.49 <br /> Dsgn. L= 10.00 ft 1 Dsgn.L= 10.00 ft 2 0.58 -0.89 0.89 0.49 <br /> +D+0.70E+H <br /> Dsgn.L= 10.00 ft 1 0.37 -0.89 0.89 0.49 <br /> Dsgn. L= 10.00 ft 2 0.58 -0.89 0.89 0.49 <br /> +D+0.750Lr+0.750L+0.450W+H <br /> Dsgn.L= 10.00 ft 1 0.48 -1.07 1.07 0.57 <br /> Dsgn. L= 10.00 ft 2 0.67 -1.07 1.07 0.57 <br /> +D+0.750L+0.750S+0.450W+H <br /> Dsgn. L= 10.00 ft 1 0.51 -1.12 1.12 0.60 <br /> Dsgn.L= 10.00 ft 2 0.70 -1.12 1.12 0.60 <br /> +D+0.750L+0.750S+0.5250E+H <br /> Dsgn.L= 10.00 ft 1 0.51 -1.11 1.11 0.59 <br /> Dsgn. L= 10.00 ft 2 0.69 -1.11 1.11 0.59 <br /> +0.60D+0.60W+0.60H <br /> Dsgn. L= 10.00 ft 1 0.21 -0.56 0.56 0.31 <br /> Dsgn.L= 10.00 ft 2 0.37 -0.56 0.56 0.31 <br /> +0.60D+0.70E+0.60H <br /> Dsgn.L= 10.00 ft 1 0.22 -0.55 0.55 0.31 <br /> Dsgn. L= 10.00 ft 2 0.37 -0.55 0.55 0.31 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+S+H 1 0.1230 4.154 W Only -0.0071 9.077 <br /> +D+0.750L+0.750S+0.450W+H , 2 0.1776 5.538 0.0000 9.077 <br /> Vertical Reactions Support notation: Far left is# Values in KIPS <br /> Load Combination Support 1 Support 2 Support 3 <br /> Overall MAXimum 0.309 1.246 0.344 <br /> Overall MINimum -0.007 <br /> +D+H 0.216 0.934 0.251 <br /> +D+L+H 0.216 0.934 0.251 <br /> +D+Lr+H 0.291 1.184 0.326 <br /> +D+S+H 0.309 1.246 0.344 <br /> +D+0.750Lr+0.750L+H 0.272 1.121 0.307 <br /> +D+0.750L+0.750S+H 0.286 1.168 0.321 <br /> +D+0.60W+H 0.211 0.979 0.264 <br /> +D+0.70E+H 0.211 0.975 0.263 <br /> +D+0.750Lr+0.750L+0.450W+H0.268 1.155 0.317 <br /> +D+0.750L+0.750S+0.450W+H 0.282 1.202 0.331 <br /> +D+0.750L+0.750S+0.5250E+H0.282 1.199 0.330 <br /> +0.60D+0.60W+0.60H 0.124 0.605 0.164 <br /> +0.60D+0.70E+0.60H 0.125 0.601 0.163 <br /> D Only 0.216 0.934 0.251 <br /> Lr Only 0.075 0.250 0.075 <br /> L Only <br /> S Only 0.094 0.312 0.094 <br /> W Only -0.008 0.075 0.023 <br /> E Only -0.007 0.059 0.018 <br /> H Only <br />