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+I � <br /> • <br /> . Project Title: <br /> Engineer: <br /> Project ID: <br /> Project Descr: <br /> General Beam Analysis File=S:Uobs\s191s19091s1909016.2902 Colby Ave N1wo 190918\191004 enercalc trib_190129 s1909016.ec6 <br /> Software copyright ENERCALC,INC.1983-2018,Build:10.18.10.1 . <br /> Lic.#:KW-06006655 Licensee:SOUND STRUCTURAL SOLUTIONS <br /> Description: rail backer stud-load at btm rail <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+'Defl Location in Span <br /> D Only 1 0.1526 9.696 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum -0.100 0.100 <br /> Overall MINimum -0.060 0.060 <br /> +D+H -0.100 0.100 <br /> +D+L+H -0.100 0.100 <br /> +D+Lr+H -0.100 0.100 <br /> +D+S+H -0.100 0.100 <br /> +D+0.750Lr+0.750L+H -0.100 0.100 <br /> +D+0.750L+0.750S+H -0.100 0.100 <br /> +D+0.60W+H -0.100 0.100 <br /> +D+0.70E+H -0.100 0.100 <br /> +D+0.750Lr+0.750L+0.450W+H -0.100 0.100 <br /> +D+0.750L+0.750S+0.450W+H -0.100 0.100 <br /> +D+0.750L+0.750S+0.5250E+H -0.100 0.100 <br /> +0.60D+0.60W+0.60H -0.060 0.060 <br /> +0.600+0.70E+0.60H -0.060 0.060 <br /> D Only -0.100 0.100 <br /> Lr Only <br /> L Only <br /> S Only <br /> W Only <br /> E Only <br /> H Only <br /> � � �� C2 <br />