=========================================================================== Title : DESCRIPTION OF FINITE ELEMENT MESH =========================================================================== ======================= Profile of Problem Size ======================= Dimension of Problem = 2 Number Nodes = 4 Degrees of Freedom per node = 3 Max No Nodes Per Element = 2 Number Elements = 3 Number Element Attributes = 1 Number Loaded Nodes = 3 Number Loaded Elements = 0 =================================================== Node# X_coord Y_coord Tx Ty =================================================== 1 0.0000e+00 m 0.0000e+00 m -1 -2 -3 2 1.0000e+01 m 0.0000e+00 m 1 -4 2 3 2.0000e+01 m 0.0000e+00 m 3 -5 4 4 2.5000e+01 m 0.0000e+00 m 5 6 7 ==================================================================== Element# Type node[1] node[2] Element_Attr_Name ====================================================================== 1 FRAME_2D 1 2 beamelmt 2 FRAME_2D 2 3 beamelmt 3 FRAME_2D 3 4 beamelmt ====================== Element Attribute Data ====================== Element Attribute No 1 : name = "beamelmt" : section = "beamsection" : material = "beammaterial" : type = FRAME_2D : Young's Modulus = E = 2.000e+02 GPa : Poisson's ratio = nu = 2.500e-01 : Inertia Izz = 6.600e-04 m^4 : Area = 4.260e-02 m^2 EXTERNAL NODAL LOADINGS ================================================ Node# Fx (N) Fy (N) Mz (N.m) ================================================ 2 0.00 -15000.00 -4166.67 3 0.00 -10000.00 16666.67 4 0.00 -10.00 0.00 ============= End of Finite Element Mesh Description ============== ============================================================ Node Displacement No displ-x displ-y rot-z ============================================================ units m m rad 1 0.00000e+00 0.00000e+00 0.00000e+00 2 0.00000e+00 0.00000e+00 1.35281e-04 3 0.00000e+00 0.00000e+00 -6.98954e-04 4 0.00000e+00 -6.65133e-03 -1.64592e-03 Member forces for Element 1 End 1 : Horizontal = -0 N Vertical = 6071 N Moment = 1.607e+04 N.m End 2 : Horizontal = 0 N Vertical = 3929 N Moment = -5357 N.m Member forces for Element 2 End 1 : Horizontal = -0 N Vertical = 5536 N Moment = 5357 N.m End 2 : Horizontal = 0 N Vertical = 1.446e+04 N Moment = -5e+04 N.m Member forces for Element 3 End 1 : Horizontal = -0 N Vertical = 1e+04 N Moment = 5e+04 N.m End 2 : Horizontal = 0 N Vertical = -1e+04 N Moment = -2.91e-11 N.m Support Reactions =============================================== Support A : Vertical Reaction = 6.071 kN Wall Moment = 16.07 kN.m Support B : Vertical Reaction = 9.464 kN Support C : Vertical Reaction = 24.46 kN ===============================================