Standardbeschreibung Produktschnittstelle Stahlbau - Dlubal Software

Standardbeschreibung Produktschnittstelle Stahlbau 4/2000 - Teil 2 59/* STATIK.STP */...#7=NODE(’Hoe_1998-08-06T18:23:00_NODE1’,1, ’1998-08-06T18:23:00’,#4,#5);#8=NODE(’Hoe_1998-08-06T18:23:00_NODE2’,2,’1998-08-06T18:23:00’,#4,#6);...#13=ELEMENT(’Hoe_1998-08-06T19:25:00_EL1’,1,’1998-08-06T19:25:00’,.BEAM.,(#7,#8),$,$,$,#1,#1,#2);...#18=ACTION(’Hoe_1998-010-20T16:50:00_AC1’,1,’1998-10-29T13:50:00’,.PERMANENT.,$,$,$,1.35,’Eigengewicht’);...#21=ELEMENT_ACTION(1,(#13),#18,.SCS.,0.0,4050.0,.UZ.,.FORCE.,-1.55,-1.55);...#24=ACTION_COMBINATION(1,$,(#21),(1.0),.E_TH_I_O.,’G’,1.0);...#25=NODAL_REACTION(#7,#24,0.0,$,4237.0,$,-3.0E-3,$,$);#26=NODAL_REACTION(#8,#24,0.0,$,4237.0,$, 3.0E-3,$,$);...Beispiel 2: gedrehtes AuflagerBild 27: Auflagerkräfte am gedrehten Auflager/* STATIK.STP */...#7=NODE(’Hoe_1998-08-06T18:23:00_NODE1’,1,’1998-08-06T18:23:00’,#4,#5);#8=NODE(’Hoe_1998-08-06T18:23:00_NODE2’,2,’1998-08-06T18:23:00’,#4,#6);#9=BOUNDARY_CONDITION(1,#7,0.0,0.0,0.0,LAGER_TYP(.CONSTRAINED.),$,LAGER_TYP(.CONSTRAINED.),$,LAGER_TYP(.FREE.),$,$);#10=BOUNDARY_CONDITION(2,#8,0.0,45.0,0.0,LAGER_TYP(.FREE.),$,LAGER_TYP(.CONSTRAINED.),$,LAGER_TYP(.FREE.),$,$);#13=ELEMENT(’Hoe_1998-08-06T19:25:00_EL1’,1,’1998-08-06T19:25:00’,.BEAM.,(#7,#8),$,$,$,#1,#1,#2);...#18=ACTION(’Hoe_1998-10-20T16:50:00_AC1’,1,’1998-10-29T13:50:00’,.PERMANENT.,$,$,$,1.35,’Eigengewicht’);...#21=ELEMENT_ACTION(1,(#13),#18,.SCS.,0.0,4050.0,.UZ.,.FORCE.,-1.55,-1.55);...#24=ACTION_COMBINATION(1,$,(#21),(1.0),.E_TH_I_O.,’G’,1.0);...#25=NODAL_REACTION(#7,#24,4237.0,$,4237.0,$,$,$,$);#26=NODAL_REACTION(#8,#24,0.0,$,5992.0,$,$,$,$);...