Output file for Moment Resistant Frame
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Title : DESCRIPTION OF FINITE ELEMENT MESH
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=======================
Profile of Problem Size
=======================
Dimension of Problem = 2
Number Nodes = 6
Degrees of Freedom per node = 3
Max No Nodes Per Element = 2
Number Elements = 5
Number Element Attributes = 1
Number Loaded Nodes = 4
Number Loaded Elements = 0
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Node# X_coord Y_coord Tx Ty
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1 0.0000e+00 m 0.0000e+00 m -1 -2 -3
2 0.0000e+00 m 1.0000e+01 m 1 2 3
3 8.0000e+00 m 1.3000e+01 m 4 5 6
4 1.2000e+01 m 1.3000e+01 m 7 8 9
5 2.0000e+01 m 1.0000e+01 m 10 11 12
6 2.0000e+01 m 5.0000e+00 m -4 -5 -6
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Element# Type node[1] node[2] Element_Attr_Name
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1 FRAME_2D 1 2 mrfelmt
2 FRAME_2D 2 3 mrfelmt
3 FRAME_2D 3 4 mrfelmt
4 FRAME_2D 4 5 mrfelmt
5 FRAME_2D 5 6 mrfelmt
======================
Element Attribute Data
======================
Element Attribute No 1 : name = "mrfelmt"
: section = "mrfsection"
: material = "mrfmaterial"
: type = FRAME_2D
: Young's Modulus = E = 2.000e+02 GPa
: Poisson's ratio = nu = 2.500e-01
: Yielding Stress = fy = 2.750e+02 MPa
: Inertia Izz = 6.600e-04 m^4
: Area = 4.260e-02 m^2
EXTERNAL NODAL LOADINGS
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Node# Fx (kN) Fy (kN) Mz (N.m)
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2 5.00 -4.00 0.00
3 0.00 -8.00 0.00
4 0.00 -8.00 0.00
5 0.00 -4.00 0.00
============= End of Finite Element Mesh Description ==============
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Node Displacement
No displ-x displ-y rot-z
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units m m rad
1 0.00000e+00 0.00000e+00 0.00000e+00
2 -1.66648e-03 -1.39108e-05 -1.29048e-04
3 -5.38502e-04 -3.05289e-03 -2.32416e-04
4 -5.42568e-04 -2.97523e-03 2.68259e-04
5 5.58718e-04 -7.12911e-06 4.99272e-05
6 0.00000e+00 0.00000e+00 0.00000e+00
MEMBER FORCES
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Element No 1
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Nodal x y Fx Fy Mz
Point m m N N N.m
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1 0.000 0.000 1.18520e+04 -3.66177e+03 -1.66054e+04
2 0.000 10.000 -1.18520e+04 3.66177e+03 -2.00123e+04
Axial Force : x-direction = -1.18520e+04 N
Shear Force : y-direction = -3.66177e+03 N
Element No 2
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Nodal x y Fx Fy Mz
Point m m N N N.m
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1 0.000 10.000 1.08673e+04 4.31070e+03 2.00123e+04
2 8.000 13.000 -1.08673e+04 -4.31070e+03 1.68183e+04
Axial Force : x-direction = -1.08673e+04 N
Shear Force : y-direction = 4.31070e+03 N
Element No 3
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Nodal x y Fx Fy Mz
Point m m N N N.m
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1 8.000 13.000 8.66177e+03 -1.48011e+02 -1.68183e+04
2 12.000 13.000 -8.66177e+03 1.48011e+02 1.62263e+04
Axial Force : x-direction = -8.66177e+03 N
Shear Force : y-direction = -1.48011e+02 N
Element No 4
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Nodal x y Fx Fy Mz
Point m m N N N.m
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1 12.000 13.000 1.09712e+04 -4.58787e+03 -1.62263e+04
2 20.000 10.000 -1.09712e+04 4.58787e+03 -2.29725e+04
Axial Force : x-direction = -1.09712e+04 N
Shear Force : y-direction = -4.58787e+03 N
Element No 5
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Nodal x y Fx Fy Mz
Point m m N N N.m
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1 20.000 10.000 1.21480e+04 8.66177e+03 2.29725e+04
2 20.000 5.000 -1.21480e+04 -8.66177e+03 2.03363e+04
Axial Force : x-direction = -1.21480e+04 N
Shear Force : y-direction = 8.66177e+03 N
Left-hand Support Reactions
===========================
Vertical Reaction = 11.85 kN
Horizontal Reaction = 3.662 kN
Moment Reaction = -16.61 kN.m
Right-hand Support Reactions
============================
Vertical Reaction = 12.15 kN
Horizontal Reaction = -8.662 kN
Moment Reaction = 20.34 kN.m
Developed in March 1998 by Mark Austin
Last Modified March 2, 1998
Copyright © 1998, Mark Austin,
Department of Civil Engineering,
University of Maryland