Structural Analysis:: Difference between revisions
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== Explanations: == | == Explanations: == | ||
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!Topic | |||
!Title | |||
!Description: | |||
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| rowspan="4" |General | |||
|[[Run an Algorithm]] | |||
|Guidance for doing calculation | |||
|- | |||
|Sign Conventions for Axes | |||
|Sign conventions for structural model axis | |||
|- | |||
|Free Body Diagrams | |||
|Explanation of Free Body Diagrams | |||
|- | |||
|Engineering and Analysis Models | |||
|Comparison of Engineering and Analysis Models | |||
|- | |||
| rowspan="5" |Forces | |||
|Force Basics | |||
|Basic definitions for force | |||
|- | |||
|Force as a Vector | |||
|Force as a vector, resolution of forces and equilibrium of a force at a point. | |||
|- | |||
|Force Vectors | |||
|Resolution of force vectors | |||
|- | |||
|Axial end forces | |||
|Forces at the end of axially loaded members | |||
|- | |||
|Tributary areas | |||
|UDL distributiuon to floor joists | |||
|} | |||
Revision as of 16:31, 22 December 2020
Key Examples:
| Topic | File | Title |
|---|---|---|
| Analysis of axial loads | Nodal Analysis | Axial forces in a frame using Nodal Analysis
|
| Axial Effects | Axial force, stress and deformation of a door post | |
| Equilibrium | Equilibrium see-saw | Moment equilibrium for a see-saw |
| Equilibrium lintel beam | Vertical, horizontal and moment equilibrium for a beam | |
| Equilibrium angled loads | Equilibrium with loads at an angle on a beam | |
| Unifrom loads | Equilbrium with Uniformly Distributed Load (UDL) |
Explanations:
| Topic | Title | Description: |
|---|---|---|
| General | Run an Algorithm | Guidance for doing calculation |
| Sign Conventions for Axes | Sign conventions for structural model axis | |
| Free Body Diagrams | Explanation of Free Body Diagrams | |
| Engineering and Analysis Models | Comparison of Engineering and Analysis Models | |
| Forces | Force Basics | Basic definitions for force |
| Force as a Vector | Force as a vector, resolution of forces and equilibrium of a force at a point. | |
| Force Vectors | Resolution of force vectors | |
| Axial end forces | Forces at the end of axially loaded members | |
| Tributary areas | UDL distributiuon to floor joists |