Simulacion de Carga
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Transcript of Simulacion de Carga
PORTICO
Analyzed File: PORTICO HUACHIPA
Version: 2015 (Build 190159000, 159)
Creation Date: 06/10/2015, 12:07 p.m.
Simulation Author: RIKKI
Summary:
Project Info (iProperties)
Summary
Author HP
Project
Part Number Assembly2
Designer RIKKI ORDT.
Cost S/. 0.00
Date Created 05/10/2015
Status
Design Status WorkInProgress
Physical
Mass 1526.210 kg
Area 459553.327 mm^2
Volume 192947.872 mm^3
Center of Gravity x=-0.000 mm y=4023.353 mm z=2881.089 mm
Simulation:1
General objective and settings:
Simulation Type Static Analysis
Last Modification Date 06/10/2015, 11:40 a.m.
Material(s)
Name Stainless Steel
General
Mass Density 8.000 g/cm^3
Yield Strength(A-36) 250.000 MPa
Ultimate Tensile Strength 540.000 MPa
Stress Young's Modulus 193.000 GPa
Poisson's Ratio 0.300 ul
Part Name(s)
ANSI W 10x22 00000001.ipt ANSI W 10x22 00000002.ipt
ANSI W 10x22 00000003.ipt ANSI W 10x22 00000004.ipt ANSI W 10x22 00000005.ipt
ANSI W 10x22 00000006.ipt
Name Steel, Mild
General
Mass Density 7.850 g/cm^3
Yield Strength 207.000 MPa
Ultimate Tensile Strength 345.000 MPa
Stress Young's Modulus 220.000 GPa
Poisson's Ratio 0.275 ul
Part Name(s)
ANSI W 18x35 00000015.ipt ANSI W 18x35 00000016.ipt ANSI W 18x35 00000017.ipt
ANSI W 18x35 00000018.ipt
Cross Section(s)
Geometry Properties
Section Area (A) 4164.765 mm^2
Section Width 146.050 mm
Section Height 258.318 mm
Section Centroid (x) 73.025 mm
Section Centroid (y) 129.159 mm
Mechanical Properties
Moment of Inertia (Ix) 48933071.212 mm^4
Moment of Inertia (Iy) 4752926.312 mm^4
Torsional Rigidity Modulus (J) 96549.444 mm^4
Section Modulus (Wx) 378859.167 mm^3
Section Modulus (Wy) 65086.290 mm^3
Torsional Section Modulus (Wz) 7293.520 mm^3
Reduced Shear Area (Ax) 1823.607 mm^2
Reduced Shear Area (Ay) 1406.390 mm^2
Part Name(s)
ANSI W 10x22 00000001.ipt
ANSI W 10x22 00000002.ipt ANSI W 10x22 00000003.ipt ANSI W 10x22 00000004.ipt
ANSI W 10x22 00000005.ipt ANSI W 10x22 00000006.ipt
Geometry Properties
Section Area (A) 6625.763 mm^2
Section Width 152.400 mm
Section Height 449.580 mm
Section Centroid (x) 76.200 mm
Section Centroid (y) 224.790 mm
Mechanical Properties
Moment of Inertia (Ix) 211518076.881 mm^4
Moment of Inertia (Iy) 6386916.012 mm^4
Torsional Rigidity Modulus (J) 206748.944 mm^4
Section Modulus (Wx) 940958.570 mm^3
Section Modulus (Wy) 83817.795 mm^3
Torsional Section Modulus (Wz) 12725.221 mm^3
Reduced Shear Area (Ax) 2282.228 mm^2
Reduced Shear Area (Ay) 2966.799 mm^2
Part Name(s)
ANSI W 18x35 00000015.ipt ANSI W 18x35 00000016.ipt ANSI W 18x35 00000017.ipt
ANSI W 18x35 00000018.ipt
Beam Model
Nodes 30
Beams 10
- I-Beams 10
Rigid Links
Name Displacement Rotation
Parent Node Child Node(s) X - axis Y - axis Z - axis X - axis Y - axis Z - axis
Rigid Link:1 fixed fixed fixed fixed fixed fixed Node:21 Node:11
Rigid Link:2 fixed fixed fixed fixed fixed fixed Node:22 Node:12
Rigid Link:3 fixed fixed fixed fixed fixed fixed Node:27 Node:18, Node:28, Node:6
Rigid Link:4 fixed fixed fixed fixed fixed fixed Node:30 Node:19, Node:29, Node:8
Rigid Link:5 fixed fixed fixed fixed fixed fixed Node:23 Node:17, Node:24, Node:2
Rigid Link:6 fixed fixed fixed fixed fixed fixed Node:26 Node:20, Node:25, Node:4
Operating conditions
Gravity
Load Type Gravity
Magnitude 9810.000 mm/s^2
Direction Z-
Force:1
Load Type Force
Magnitude 29430.000 N
Beam Coordinate System No
Angle of Plane 0.00 deg
Angle in Plane 180.00 deg
Fx 0.000 N
Fy 0.000 N
Fz -29430.000 N
Offset 4000.000 mm
Selected Reference(s)
Force:2
Load Type Force
Magnitude 29430.000 N
Beam Coordinate System No
Angle of Plane 0.00 deg
Angle in Plane 180.00 deg
Fx 0.000 N
Fy 0.000 N
Fz -29430.000 N
Offset 4000.000 mm
Selected Reference(s)
Pinned Constraint:1
Constraint Type Pinned
Selected Reference(s)
Pinned Constraint:2
Constraint Type Pinned
Selected Reference(s)
Pinned Constraint:3
Constraint Type Pinned
Selected Reference(s)
Pinned Constraint:4
Constraint Type Pinned
Selected Reference(s)
Results
Reaction Force and Moment on Constraints
Constraint Name Reaction Force Reaction Moment
Magnitude Components (Fx,Fy,Fz) Magnitude Components (Mx,My,Mz)
Pinned Constraint:1 19149.534 N
-5009.268 N
0.000 N mm
0.000 N mm
524.285 N 0.000 N mm
18475.308 N 0.000 N mm
Pinned Constraint:2 19153.193 N
5009.359 N
0.000 N mm
0.000 N mm
524.580 N -0.000 N mm
18479.068 N -0.000 N mm
Pinned Constraint:3 19188.073 N
-5023.224 N
0.000 N mm
-0.000 N mm
-524.580 N -0.000 N mm
18511.461 N -0.000 N mm
Pinned Constraint:4 19184.414 N
5023.134 N
0.000 N mm
0.000 N mm
-524.285 N 0.000 N mm
18507.701 N 0.000 N mm
Static Result Summary
Name Minimum Maximum
Displacement 0.000 mm 7.079 mm
Forces
Fx -524.583 N 524.583 N
Fy -16768.196 N 16739.836 N
Fz -0.000 N 19180.804 N
Moments
Mx -1916611.603 N mm 60906009.854 N mm
My -1945643.557 N mm 1945639.417 N mm
Mz -2613.626 N mm 2617.322 N mm
Normal Stresses
Smax -4.605 MPa 64.890 MPa
Smin -65.048 MPa -0.000 MPa
Smax(Mx) 0.000 MPa 64.728 MPa
Smin(Mx) -64.728 MPa 0.000 MPa
Smax(My) 0.000 MPa 29.893 MPa
Smin(My) -29.893 MPa -0.000 MPa
Saxial -4.605 MPa 0.000 MPa
Shear Stresses Tx -0.288 MPa 0.288 MPa
Ty -5.642 MPa 5.652 MPa
Torsional Stresses T -0.359 MPa 0.358 MPa
Figures
Desplazamiento
Esfuerzo Normal máximo/Smax