溜槽计算分析.docx

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073073074074o6rRO3681469O2469135RO24«2418630752907122345S677二二二二一二HScalefactor-2.2735E+003CBS:SLCB2MAX:39MIN:6FILE:潘槽UNIT:mDATE:11/14/2022VIEW-DIRECTION1.6493E+003CBS： SLCB4SCALEFACTOR=VIEW-DIRECTIONDISPLACEMENTDISPLACEMENTZ-DIRECTIONSCALEFACTOR=1.7778E+003CBS: 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