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• Page 22,of2022 26 <br /> Ii' Company VSE Nov 17 <br /> RISADob Nesignerumber : LICU2350 2:27 PM <br /> J Checked By: BDV <br /> ANEME r3CHE1(COMPANY Model Name : Ballast Frame <br /> Load Combinations (Continued) <br /> Description S_. PDelta S...B...Fa... BLC Fa... BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... <br /> 7 D+diag(0.6Wx-0.6... Y... Y DL 1 WLX .424 WLZ -.4...O. 1 <br /> 8 D+diag(-0.6Wx-0.6... Y... Y DL 1 WLX -.4...WLZ -.4...0_ 1 <br /> 9 D+diag(-0.6Wx+0.6...Y... Y DL 1 WLX -.4...WLZ .424 0.. 1 <br /> 10 0.6D + 0.6Wz Y... Y DL .6 WLZ .6 0.. 1 <br /> 11 0.6D - 0.6Wz Y... Y DL .6 WLZ -.6 0.. 1 <br /> 12 0.6D+ 0.6Wx Y... Y DL .6 WLX .6 0.. 1 <br /> 13 0.6D - 0.6Wx Y... Y , DL .6 WLX -.6 0.. 1 <br /> 14 0.6D+diag(0.6Wx+0...Y... Y DL .6 WLX .424 WLZ .424 0... 1 <br /> 15 0.6D+diag(0.6Wx-0....Y... y DL .6 WLX .424 WLZ -.4...0.- 1 <br /> 16 0.6D+diag(-0.6Wx-0..Y... y DL .6 WLX -•4...WLZ -.4...0.. 1 <br /> 17 0.6D+diag(-0.6Wx+...Y... Y DL .6 WLX -.4...WLZ .424 0.. 1 <br /> 18 1.0D+0.7Di+0.7Wxi Y... Y DL 1 OL2 .7 OL3 .7 <br /> 19 1.0D+0.7Di-0.7Wxi Y... y DL 1 OL2 .7 OL3 -.7 <br /> 20 1.0D+0.7Di+0.7Wzi Y... y DL 1 OL2 .7 OL4 .7 <br /> 21 1.0D+0.7Di-0.7Wzi Y... y DL 1 OL2 .7 OL4 -.7 <br /> 22 1.0D+0.7Di+diag(0....Y... Y DL 1 OL2 .7 OL3 .7 O.• .7 <br /> 23 1.0D+0.7Di+diag(0....Y... Y DL 1 OL2 .7 OL3 .7 0.. -.7 <br /> 24 1.0D+0.7Di+diag(-0...Y... y DL 1 OL2 .7 OL3 -.7 0.. -.7 <br /> 25 1.0D+0.7Di+diag(-0...Y... Y DL 1 OL2 .7 OL3 -.7 O.. .7 <br /> Envelope Joint Reactions <br /> Joint X[lb] LC Y[Ib] LC Z[lb] LC MX[lb-ft] LC MY[lb-ft] LC MZ[lb-ft] LC <br /> 1 N6 ,max 1.515 7 14.941 7 -.101 23 0 25 0 25 0 25 <br /> 2 min .104 25 1.242 25 -1.519 9 0 1 0 1 0 1 <br /> 3 N9 max 0 25 40.131 5 3.042 9 0 25 0 25 0 25 <br /> 4 min 0 1 2.232 23 .188 23 0 1 0 1 0 1 <br /> 5 N3 max 5.238 13 81.227 2 62.472 11 0 25 0 25 0 25 <br /> 6 min -8.273 4 -47.145 11 -68.494 2 0 1 0 1 0 1 <br /> 7 N2 max 83.864 13 146.1 4 18.585 9 0 25 0 25 0 25 <br /> 8 , min -81.141 4 . -80.32 13 -15.847 15 0 1 0 1 0 1 <br /> 9 N 10 max 115.889 4 94.345 6 15.895 17 0 25 0 25 0 25 <br /> 10 min -113.181 13 -28.668 16 -18.81 7 0 1 0 1 0 1 <br /> 11 N8 max 0 25 39.897 6 -.125 24 0 25 0 25 0 25 <br /> 12 min 0 1 2.175 24 -3.042 6 0 1 0 1 0 1 <br /> 13 N12 max 211.754 5 257.301 5 10.452 3 0 25 0 25 0 25 <br /> 14 min -211.116 12 -175.251 12 -4.605 10 0 1 0 1 0 1 <br /> 15 N5 max -.259 25 20.144 2 1.565 6 0 25 0 25 0 25 <br /> 16 min -2.89 7 1.621 _23 .095 24 0 1 0 1 0 1 <br /> 17 N 11 max .182 23 20.46 9 -.052 23 0 25 0 25 0 25 <br /> 18 min -2.468 17 1.469 23 -1.69 9 0 1 0 1 0 1 <br /> 19 N4 max 1.569 7 14.939 3 1.528 3 0 25 0 25 0 25 <br /> 20 min .11 25 1.242 22 .102 22 0 1 0 1 0 1 <br /> 21 N7 max 0 25 40.114 6 -.187 22 0 25 0 25 0 25 <br /> 22 . min 0 1 2.234 24 , -3.056 8 0 1 0 1 0 1 <br /> 23 N 1 max 4.855 13 90.958 7 76.519 7 0 25 0 25 0 25 <br /> 24 min -7.875 4 -56.776 17 -70.399 17 0 1 0 1 0 1 <br /> 25 Totals: max 192.506 5 340.231 4 109.086 11 <br /> 26 -_-_-. min 192.506 12170.422 25 -109.086 2 <br /> Envelope A/SC 15th(360-16):ASD Steel Code Checks <br /> Member Shape Code Check Loc[ft] LC Shear... Loc[ftt Dir LC Pnc/om[I...Pnt/om[lb Mnyy/om ..Mnzz/om...Cb Eqn <br /> 1 M1 L1.25x1.25x... .067 1.688 5 .010 1.688 z 4 4476.046 6399.701 95.261 182.812 1... H2-1 <br /> 2 M2 L1.25x1.25x... .067 .1.688 6 .010 1.688 y 4 4476.046 6399.701 95.261 182.814 1... H2-1 <br /> 3 -M3 L125x1.25x... .035 1.575 9 .008 1.575 y 7 2212165 6399 701 95.261 188.164 1... H2-1 <br /> RISA-3D Version 17.0.4 [\...\...\...\...\...\...\ENG\Ballast Frame.r3d] Page 2 <br />