Difference between revisions of "Tugas Besar Metode Numerik - Josiah Enrico S"
JosiahEnrico (talk | contribs) |
JosiahEnrico (talk | contribs) |
||
| Line 38: | Line 38: | ||
<gallery mode="packed-hover"> | <gallery mode="packed-hover"> | ||
| + | |width=120 |height=100 | ||
File:Tugas Besar Metnum Dimension Jos.jpg | File:Tugas Besar Metnum Dimension Jos.jpg | ||
| Line 44: | Line 45: | ||
</gallery> | </gallery> | ||
| + | |||
| + | {{Gallery | ||
| + | |title=Cultural depictions of George Washington | ||
| + | |width=120 |height=100 | ||
| + | |align=center | ||
| + | |footer=Example 2a | ||
| + | |File:Tugas Besar Metnum Dimension Jos.jpg | ||
| + | |||
| + | |File:Tugas Besar Metnum Sample Jos.jpg | ||
| + | }} | ||
== Data Proceessing == | == Data Proceessing == | ||
Revision as of 14:05, 6 January 2021
Contents
Abstract
Introduction
Objective
- Membuat program analisis truss dan optimasi sederhana dengan Modelica
- Mengoptimasi harga pembuatan rangka truss sederhana dengan memvariasi dimensi dan elastisitas material.
Methodology
- Metode Optimasi Golden Section (univariabel)
- Metode Optimasi Golden Section (multivariabel)
Procedure
Geometri dan Load
Constraint:
- Spesifikasi L (Panjang) dan geometri rangka truss
- Gaya beban terhadap struktur (1000 N dan 2000 N)
Asumsi:
- Beban akan terdistribusi hanya pada point penghubung dan semua gaya yang dipengaruhi moment diamggap tidak ada karena sistem bersifat truss
Koleksi Data
500px
