溜槽计算分析.docx

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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-DIRECTIONX: 0.737I Af：._ ZiO-131CBS:SLCBlMAX:54MIN:SSFILE:i三*SUNIT:kN/mA2DATE:11/14/2022VlEW-DR