JOINT COORDINATES 4 1 0.000000e+000 0.000000e+000 0.000000e+000 2 0.000000e+000 0.000000e+000 4.000000e+003 3 6.000000e+003 0.000000e+000 4.000000e+003 4 6.000000e+003 0.000000e+000 0.000000e+000 JOINT CONSTRAINTS 1 1 1 1 1 1 1 2 0 0 0 0 0 0 3 0 0 0 0 0 0 4 1 1 1 1 1 1 MATERIALS 1 1 2.099997e+005 3.000000e-001 7.700850e-005 1.200000e-005 235. 360. "S235" CROSS SECTIONS 2 1 0 "HE180B" 2 0 "IPE220" BEAMS 3 1 1 2 1 1 0.000000e+000 1.000000e+000 0.000000e+000 2 2 3 2 1 0.000000e+000 1.000000e+000 0.000000e+000 3 4 3 1 1 0.000000e+000 1.000000e+000 0.000000e+000 BEAM RELEASE 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 BEAM CONNECTION CODES 1 0 0 0 0 2 1 1 0 0 3 0 0 0 0 LOAD CASES 2 1 2 "LIVE" NODAL FORCES 0 BEAM CONCENTRATED FORCES 0 BEAM UNIFORM LOADS 1 2 1 0 0.000000e+000 0.000000e+000 -1.200000e+001 BEAM LINEAR LOADS 0 BEAM GENERAL LINEAR LOADS 0 ELEMENT TEMPERATURE LOADS 0 2 4 "Wind +X" NODAL FORCES 1 2 1 9.810000e+003 0.000000e+000 0.000000e+000 BEAM CONCENTRATED FORCES 0 BEAM UNIFORM LOADS 0 BEAM LINEAR LOADS 0 BEAM GENERAL LINEAR LOADS 0 ELEMENT TEMPERATURE LOADS 0 COMBINATIONS 2 0 "Combi 1: (1,5 ; 0)" 1 1.500000e+000 2 0.000000e+000 0 "Combi 2: (1,5; 1,05)" 1 1.500000e+000 2 1.050000e+000 DISPLACEMENTS 1 1 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 1 2 4.556698e-002 0.000000e+000 -1.050905e-001 0.000000e+000 3.723036e-003 0.000000e+000 1 3 -4.556698e-002 0.000000e+000 -1.050905e-001 0.000000e+000 -3.723036e-003 0.000000e+000 1 4 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 2 1 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 2 2 5.974094e+000 0.000000e+000 7.057373e-003 0.000000e+000 1.277617e-003 0.000000e+000 2 3 5.932202e+000 0.000000e+000 -7.057373e-003 0.000000e+000 1.265200e-003 0.000000e+000 2 4 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 REACTIONS 1 1 1.064398e+004 -0.000000e+000 3.600000e+004 -0.000000e+000 1.379966e+007 -0.000000e+000 1 2 -0.000000e+000 -0.000000e+000 5.002221e-012 -0.000000e+000 5.587935e-009 -0.000000e+000 1 3 1.818989e-012 -0.000000e+000 -0.000000e+000 -0.000000e+000 -1.117587e-008 -0.000000e+000 1 4 -1.064398e+004 -0.000000e+000 3.600000e+004 -0.000000e+000 -1.379966e+007 -0.000000e+000 2 1 -4.917267e+003 -0.000000e+000 -2.417588e+003 -0.000000e+000 -1.240426e+007 -0.000000e+000 2 2 -0.000000e+000 -0.000000e+000 4.547474e-013 -0.000000e+000 1.862645e-009 -0.000000e+000 2 3 -1.955414e-011 -0.000000e+000 -0.000000e+000 -0.000000e+000 1.862645e-009 -0.000000e+000 2 4 -4.892733e+003 -0.000000e+000 2.417588e+003 -0.000000e+000 -1.233021e+007 -0.000000e+000 ELEMENT INTERNAL FORCES BEAM 1 1 1 3.600000e+004 0.000000e+000 -1.064398e+004 0.000000e+000 1.379966e+007 0.000000e+000 1 1 2 -3.600000e+004 0.000000e+000 1.064398e+004 0.000000e+000 2.877625e+007 0.000000e+000 1 2 1 1.064398e+004 0.000000e+000 3.600000e+004 0.000000e+000 -2.877625e+007 0.000000e+000 1 2 2 -1.064398e+004 0.000000e+000 3.600000e+004 0.000000e+000 2.877625e+007 0.000000e+000 1 3 1 3.600000e+004 0.000000e+000 1.064398e+004 0.000000e+000 -1.379966e+007 0.000000e+000 1 3 2 -3.600000e+004 0.000000e+000 -1.064398e+004 0.000000e+000 -2.877625e+007 0.000000e+000 2 1 1 -2.417588e+003 0.000000e+000 4.917267e+003 0.000000e+000 -1.240426e+007 0.000000e+000 2 1 2 2.417588e+003 0.000000e+000 -4.917267e+003 0.000000e+000 -7.264810e+006 0.000000e+000 2 2 1 4.892733e+003 0.000000e+000 -2.417588e+003 0.000000e+000 7.264810e+006 0.000000e+000 2 2 2 -4.892733e+003 0.000000e+000 2.417588e+003 0.000000e+000 7.240718e+006 0.000000e+000 2 3 1 2.417588e+003 0.000000e+000 4.892733e+003 0.000000e+000 -1.233021e+007 0.000000e+000 2 3 2 -2.417588e+003 0.000000e+000 -4.892733e+003 0.000000e+000 -7.240718e+006 0.000000e+000 END FILE