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

Fx

Fy

Fz

Mx

My

Mz

Esfuerzo Normal máximo/Smax

Smin

Smax(Mx)

Smin(Mx)

Smax(My)

Smin(My)

Saxial

Tx

Ty

T