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1、整体模型:(一)荷载工况:恒载：自重活载：混凝土施工荷载工况1：主线、分支均加载工况6：主线加载，下半段分支加载（二）滑槽竖向变形(1)DISPLACEMENTZ-Direction-1.1H31m-004二.37gg1210nnOOnO二二二7三三Szalefactcr=(2)(3)1.6530E+003CBS：SLCBlFILE:溜*tUNIT:mDATE:11/14/2022VIEW-DIRECTIONDISPLACEMENTZ-DIRECTION*ZZZZZ-鲁MDA黑Ml之073073074074o6rRO3681469O2469135RO242418630752907122345S
2、677二二二二一二HScalefactor-2.2735E+003CBS:SLCB2MAX:39MIN:6FILE:潘槽UNIT:mDATE:11/14/2022VIEW-DIRECTION1.6493E+003CBS： SLCB4SCALEFACTOR=VIEW-DIRECTIONDISPLACEMENTDISPLACEMENTZ-DIRECTIONSCALEFACTOR=1.7778E+003CBS: SLCB3Z-DlREeTlcN1.94567*-004H.442-11O5.ooo*oo-1.3n745o-n04-2.45B48-OO4-3.51)9S2a-004-4.66056uu9
3、MU9tloo-kg三三三7704332100876X-DIRECTIONDISPLACEMENTDISPLACEMENTX-DIRECTION.ooo*ooo-2.n14RRM-OO4-4.1897o-OQ4-6.284654-OO4-R.37953a-OO4-I.O4744m-OO1-1.25934-OO37*G642a-OO3-1.7591a-OO3-1.88;3OO1-2.O9488*-OO3-7.30437。一OgSCALEFACTOR=7.8429E002CBS:SLCB52.1A7flw-011n0.OOOOOa-OOO-1.714Ola-OO4-2.689514-004-3.6
4、65001-004-4.*4O5O*4-11n4-n.-n114-.5914RA-004-7.56G98-004-8.542474-004-9.517S7-004-1.O4954-OO3SCALEFACTOR=1.7223E+003CBS：SLCBMAX:641MIN:6FlLE:潘格UNIT:mDATE:11/14/2022VIEW-DIRECTION（四）滑槽剪力MU-*Vr-1vt三nv2MoMENT-y3.87841e+0002.96640e+0002.05440e+0001.14239e+0000.00000e+000-6.81618e-001-1.59362e+000-2.5056
5、3e+000-3.41764e+000-4.32964e+000-5.24165e+000-6.15365e+000POST-PROCESSORBEAM FORCEMOHENT-y2.47092e+0011.95812e+0011.44532e+0019.32514e+0004.19711e+0000.00000e+000-6.05895e+000-1.11870e+001-1.63150e+001-2.14430e+001-2.65711e+001-3.16991e+001CBS: SLCB3MAX : 55MIN : 55FILE:-UNIT: kNimDATE: 1I142022VIEW
6、-DIRECTIONPOST-PROCESSORBEAMFORCECBS:SLCB2MAX:55MIN:55FILE:溜噌-UNIT:kN*mDATE：11/14/2022VIEW-DIRECTIONMOMENT-y1.75753e+0011.40413e+0011.05072e+001(5)A&XVAUUPOST-PROCESSoRBEAMFORCE-6.97318e+0003.43913e0000.00000e+000-3.62897e+0007.16302e+000_-1.06971e+001S-1.42311e001-1.77652e+001-2.12992e+001CBS：SLCB4
7、MAX:50MIN:50FILE:溜憎UNIT:kN*mDATE:11/14/2022VIEW-DIRECTIONPOST-PROCESSoRBEAMFoRCEMOMENT-y4.56489e+0013.63147e+0012.69805e0011.76464e+0018.31221e+0000.00000e+0001.03561e+0011.96903e+001-2.90244e+001M-3.83586e+001-4.76928e+001-5.70269e+001CBS:SLCB5MAX:55MIN：SSFILE:,g三UNIT:kN*mDATE:ll142022VIEW-DIRECTIO
8、NPOST-PROCESSORBEAMFORCEMOMENT-y3.87267e+0002.96014e0002.04761e+0001.13508e+0000.00000e+000-6.89972e-001-1.60250e+000-2.51503e+000-3.42756e+000-4.34008e+000-5.25261e+000-6.16514e+000CBS:SLCB6MAX:55MIN:55FILE:溜嗜UNIT:kN*mDATE:11/14/2022VIEW-DIRECTION（六）滑槽截面正应力和法向剪应力(1)BEAH STRESSAXIAL5.95078e+0034.901
9、20e+0033.85162e+0032.80204e+0031.75247e+0037.02886e+0020.00000e+000-1.39627e+003-2.44585e+003-3.49543e+003-4.54501e+003-5.59459e+003CBS:SLCBlMAX:13HIN：4FILE:-UNIT:kNm2DATE:11/14/2022VlEW-DIRECTIOilX:0.737ASHEAR-4.02291e+0033.24116e+0032.45942e+0031.67768e+0038.95941e+002O.OOOOOe+OOO-6.67541e002-1.44
10、928e+003-2.23102e+003-3.01276e+003-3.79451e+003-4.57625e+003(2)BEAM STRESSAXIAL4.03775e+0033.42452e+0032.81209e+0032.19926e+0031.58643e0039.73596e+0023.60764e+002O.OOOOOe+OOO-8.64898e+002-1.47773e+003-2.09056e+003-2.70339e+003CBS: SLCB2MX : 11MIN : 64FILE: ,g*f-UNIT: kNT2DATE: 11/14/2022VIEW-DIRECTI
11、ONX: 0.737I Af：._ ZiO-131CBS:SLCBlMAX:54MIN:SSFILE:i三*SUNIT:kN/mA2DATE:11/14/2022VlEW-DREGIONX:0.737ASHEAR-Z1.80001e+0031.45058e+0031.10115e+0037.51729e+0024.02303e+002O.OOOOOe+OOO-2.96S49e+002-6.45975e+002-9.95401e+002-1.34483e+003-1.69425e+003-2.04368e+003CBS:SLCB2MAX:3MIN：2FILE:,g*g-UNIT:kNm2DATE
12、:11/14/2022VIEW-DIRECTIONX:0.737A4BEAM STRESSAXIAL三-4.59227e+003M-4.14310e003-3.25393e+0032.44476e0031.55559e+0037.46424e002=-O.OOOOOe+OOOM-9.S1915e002H-1.80108e+003M-2.6S025e003B-3.49942e+003-4.34859e+003CBS:SLCB3HAX:11MIN:55FILE:UNIT:kNm2DATE:11/14/2022VIEW-DIRECTION：:0.7371BEAMSTRESSSHEAR-Z4.0987
13、4e+0033.30965e+0032.52055e+0031.73146e+0039.42361e+002O.OOOOOe+OOO-6.35830e+002-1.42493e003-2.21402e+003-3.00312e+003-3.75221e+003-4.58131e+003CBS:SLCB3MAX:54MIN:55FlLE:溜棺UNIT:kN/A2DATE：11/14/2022VIEW-DIRECTIONX:0.737i(4)BEAMSTRESSAXIAL5.06724e+0034.15948e0033.25171e+0032.34394e+0031.43617e0035.2840
14、4e+002O.OOOOOe+OOO-1.28713e+003-2.19490e+003-3.10267e+003-4.01043e003-4.91820e+003CBS:SLCB4MAX：11MIN:4FlLE:溜梧UNIT:1cN三2DATE:11/14/2022VIEW-DIRECTIONBEAM STRESSSHEAR-Z3.15852e+0032.51679e+0031.87507e+0031.23334e0035.91609e+002O.OOOOOe+OOO6.51848e+0021.33358e003-1.57530e+003S-2.61703e+003-3.25876e+003
15、-3.90045e+003CBS:SLCB4MAX:49MIN:50FILE:igUNIT:kNm2DATE:11/14/2022VIEW-DIRECTIONI(5)BEAMSTRESSAXIAL8.06177e+0036.40896e+0034.75615e0033.10334e+0031.45053e+003O.OOOOOe+OOO-1.85509e+003-3.50790e+003-5.16071e+003-6.81352e+003-8.46633e+003-1.01151e+004CBS:SLCBSMAX:9MIN：4FILE:海情UNIT:kN/mA2DATE：11/14/2022V
16、IEW-DIRECTIONI激法Winu9s(6)SHEAR-7.16640e+0035.75538e+0034.34435e0032.53332e+0031.52230e+0030.00000e000-1.29976e+003-2.71079e+003-4.12181e+003-5.53284e+003-6.94387e+003-8.35450e+003CBS:SLCB5MAX:54MIN:55FlLE:海曙UNIT:kNm2DATE:11/14/2022VIEW-DIRECTIONX:0.737BEAMSTRESSAXIAL4.49209e+0033.84125e+0033.19041e+
17、0032.S3957e+0031.88873e+0031.23789e+0035.87045e+0020.00000e+000-7.14637e+002-1.36548e+003-2.01632e+003-2.66716e+003CBS:SLCB6MAX:13MIN:64FILE:溜槽UNIT:kN/mA2DATE:11/14/2022VIEW-DIRECTIONX:0.7371.78156e+0031.43396e+0031.08636e+0037.38762e+0023.91164e*002O.OOOOOe+OOO-3.04032e+002-6.51630e+002-9.99228e+00
18、2-1.34683e+003-1.69442e+003-2.04202e+003CBS:SLCB6MAX:3MIN:2FILE:潘槽UNIT:kN11T2DATE:11/14/2022X:0.737Jzj0.131(七)钢支架水平侧向整体变形(1)5CUFCI0R l1%8EM03CBS： SLC81MAX : 71MlH : 691FILE： VffUWIT: BD7E: 11/X4/2022VIBM-DXRtCIXOfirLY-D 皿 ECH(2)DISPlJICDgwTY-DIRtCTIOttSCIXFCTCBJlomoo3CBS：SLCB2=Tnm2常h篇41o7lf7八(3)SCAL
19、ErXCTOR-1.3841C*003CBS:SLCB3KAX:142Kly:91FIU:OT11:SatATt：11/14/2022VlEW-Dl眦EOKg三三三IUCT耦;三三-1三BSSCIZFC70R-l.l74E003CBS:SUB4KAX：71HlN:91TILL:SnT:BDATt:11/14/2022VlEW-DIRBCTXOei(5)SCiFCTCR-5.86ilE002CBS:SLCBS三rn1.lJrLA.LX:(6)Scalefxctor-1.4039E4003CBS:SLCB6KKX:70,MlU:691FILE：漕0UWXT:BDUE:11/14/2022Vlni-
20、DIREcTlOW三三三3M二索:2M,S:-;.-i.:-:.*.Inmml（八）支架体系法向应力(涉及到支撑局部稳定筛查)(1)BEAMSTRESSAXIAL30714e+00300000e+00010071e+00486643e+00463214e*00439785e+00416357e+0049292Se+00469500e+00446071e+00422642e00499214e+004CBS:SLCBlMAX:1696MIN:85FILE:溜棺UNIT:kNm2DATE：11/14/2022VIEW-DIRECTION(2)BEAM STRESSAXIALBEAM STRESS2.
21、07910e+003O.OOOOOe+OOO-1.52403e+003-3.32559e+003-5.12715e+003-6.92871e+003-8.73027e+003-1.05318e+004-1.23334e+004-1.41350e+004-1.59365e+004-1.77381e+004CBS:SLCB2MAX:325MIN：833FILE:溜槽UNIT:kNm2DATE：11/14/2022VIEW-DIRECTION2.77547e+003H-O.OOOOOe+OOOB-1.26195e+004H-2.03170e+004=-2.80145e+004-3.57120e+00
22、4-4.34095e+0045.11070e+004-5.88045e+004S-6.65020e+004H-7.41995e+004-8.18970e+004CBS:SLCB3MAX:325MIN:85FILE:溜槽UNIT:kNm*2DATE：11/14/2022VIEW-DIRECTIONAXIAL2.70489e+0030.00000e+000-1.02314e+004-1.66996e+004-2.31677e+004-2.96359e+004-3.61040e+004-4.25722e+004-4.90403e+004-5.55085e+004-6.19766e+004-6.844
23、48e+004CBS:SLCB4MAX:325MIN：81FILE:,S*1UNIT:kNB2DATE:Il/14/2022VIEW-DlRECTloNBEAMSTRESSAXIAL8.39937e+0030.00000e+000M-1.93300e004-3.31947e+0047.70594e+004三-6.09241e+0047.47888e+004-8.86535e+004-1.02518e+005S-1.16383e+005K-1.30248e005三-1.44112e+005CBS:SLCBSMAX:1696MIN:85FILE:溜槽UNIT:kNm2DATE;11/14/2022VIEW-DIRECTIONAXIAL2.66155e+003O.OOOOOe+OOO-2.22989e+003-4.67561e+003-7.12132e+003-9.56704e+003-1.20128e+004-1.44585e+004-1.69042e+004-1.93499e+004-2.17956e+004-2.42414e+004CBS:SLCB6MAX:325MIN:107FILE:海禧UNIT:kNm2DATE:II/14/2022VIEW-DIRECTION
