Standardbeschreibung Produktschnittstelle Stahlbau - Dlubal Software

Standardbeschreibung Produktschnittstelle Stahlbau 4/2000 - Teil 2 61Beispiel 1 (Fortsetzung Abschnitt 5.8.1):Bild 28: Querkraft und Moment/* STATIK1.STP */...#13=ELEMENT(’Hoe_1998-08-06T19:25:00_EL1’,1,’1998-08-06T19:25:00’,.BEAM.,(#7,#8),$,$,$,#1,#1,#2);...#18=ACTION(’Hoe_1998-10-20T16:50:00_AC2’,2,’1998-10-29T13:50:00’,.PERMANENT.,$,$,$,1.35,’Eigengewicht’);...#21=ELEMENT_ACTION(1,(#13),#18,.SCS.,0.0,4050.0,.UZ.,.FORCE.,-1.55,-1.55);...#24=ACTION_COMBINATION(1,$,(#21),(1.0),.E_TH_I_O.,’G’,1.0);...#28=ELEMENT_REACTION(#13,#24,0.0,.MEMBER_FORCE.,0.0,$,4237.0,$,0.0,$,$);#29=ELEMENT_REACTION(#13,#24,2025.0,.MEMBER_FORCE.,0.0,$,0.0,$,4.29E6,$,$);#30=ELEMENT_REACTION(#13,#24,4050.0,.MEMBER_FORCE.,0.0,$,-4237.0,$,0.0,$,$);...Beispiel 2 (Verformungen am geteilten Stab):Bild 29: Verfomungen/* STATIK2.STP */...#15=ELEMENT(’Hoe_1998-08-06T19:25:00_EL1’,1,’1998-08-06T19:25:00’,.BEAM.,(#7,#8),$,$,$,#1,#1,#2);#16=ELEMENT(’Hoe_1998-09-10T16:25:00_EL2’,2,’1998-09-10T16:25:00’,.BEAM.,(#8,#9),$,$,$,#1,#1,#2);#17=ELEMENT(’Hoe_1998-09-10T16:25:00_EL3’,3,’1998-09-10T16:25:00’,.BEAM.,(#9,#10),$,$,$,#1,#1,#2);#23=ACTION(’Hoe_1998-10-20T16:50:00_AC3’,3,’1998-10-29T13:50:00’,.PERMANENT.,$,$,$,1.35,’Eigengewicht’);#24=ELEMENT_ACTION((1,(#15,#16,#17),#23,.SCS.,0.0,1350.0,.UZ.,.FORCE.,-1.55,-1.55);#26=ACTION_COMBINATION(1,$,(#23),(1.0),.E_TH_I_O.,’G’,1.0);/* Knotenverschiebungen */#27=NODAL_REACTION(#8,#26,0.0,$,-9.47,$,$,$,$);#28=NODAL_REACTION(#9,#26,0.0,$,-9.47,$,$,$,$);/* Elementverformung */#29=ELEMENT_REACTION(#16,#26,675.0,.DEFORMATION.,0.0,$,-1.70,$,$,$,$);...