Metadata-Version: 2.1
Name: beam-analysis
Version: 2.1.1
Summary: Perform engineering analysis on a beam
Home-page: https://github.com/XDwightsBeetsX/beam-analysis
Author: John Gutierrez
License: MIT
Description: # beam_analysis
        
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        Perform engineering analysis on beams with diagrams for shear, moments, angle, and deflection  
        
        ## Usage
        
        ```shell
        pip install beam-analysis
        ```
        
        ```shell
        git clone https://github.com/XDwightsBeetsX/beam_analysis
        ```
        
        ### Continuous development using `twine`
        
        ```shell
        python setup.py sdist bdist_wheel
        twine upload dist/* -u {SECRET :)} -p {SECRET :)}
        ```
        
        ## Mechanical Requirements
        
        - 2-D beams only  
        - All loads and reactions must be inputted (no solving)  
        - Boundary conditions currently required
          - must include one angle and one deflection condition
        - Beam weight can be represented by a distributed load (not default)
        
        ## Build Requirements
        
        - Check the `requirements.txt`:
          - `numpy`
          - `matplotlib`
        
        ## Samples
        
        ### Modeling Cantilever Beam
        
        ```python
        # define beam parameters
        E = 207 * 10**9
        I = 2 * 10**-8
        L = 1.0
        
        # make the beam and add loads
        B = Beam(L, E, I)
        B.addPointLoad(0, 11)
        B.addPointLoad(1, -10)
        B.addAppliedMoment(0, 11*1.0)
        B.addDistributedLoad(0, 1, -1.0)
        
        # boundary conditions are required for angle and deflection analysis
        B.addBoundaryCondition(0.0, "angle", 0.0)
        B.addBoundaryCondition(0.0, "deflection", 0.0)
        
        # run the analysis
        B.analyze()
        ```
        
        ![image](https://user-images.githubusercontent.com/55027279/110195643-3ccd7980-7e04-11eb-8d6a-df83fc0e20db.png)
        
        ```shell
        running...
        E = 207000000000Pa
        I = 2e-08m^4
        L = 1.0m
        
        **************************************** Analysis ****************************************
        [BEAM_ANALYSIS] - [SINGULARITY] - running shear analysis: 11 + 0 + -1.0<x-0> + -10
        [BEAM_ANALYSIS] - [SINGULARITY] - running moment analysis: 11<x-0> + 11.0 + (-1.0/2)<x-0>^2 + -10<x-1>
        [BEAM_ANALYSIS] - [SINGULARITY] - running angle analysis: (11/2)<x-0>^2 + 11.0<x-0> + (-1.0/6)<x-0>^3 + (-10/2)<x-1>^2
        [BEAM_ANALYSIS] - [SINGULARITY] - angle c1 found: 0.0
        [BEAM_ANALYSIS] - [SINGULARITY] - running deflection analysis: (11/6)<x-0>^3 + (11.0/2)<x-0>^2 + (-1.0/24)<x-0>^4 + (-10/6)<x-1>^3
        [BEAM_ANALYSIS] - [SINGULARITY] - deflection c1 found: 0.0
        [BEAM_ANALYSIS] - [SINGULARITY] - deflection c2 found: 0.0
        ******************************************************************************************
        
        REPORT:
        Max shear:          11.0     [N]    @  0.0 [m]
        Max moment:         21.5     [N-m]  @  1.0 [m]
        Max angle:          -0.00395 [rad]  @  1.0 [m]
        Max deflection:     -0.00176 [m]    @  1.0 [m]
        ```
        
        ### Modeling 3-pt Bending Beam
        
        ```python
        # define beam parameters
        E = 207 * 10**9
        I = 2 * 10**-8
        L = 1.0
        
        # make the beam and add loads
        B = Beam(L, E, I)
        B.addPointLoad(0, 11)
        B.addPointLoad(1, 11)
        B.addPointLoad(0.5, -21)
        B.addDistributedLoad(0, 1, -1.0)
        
        # boundary conditions are required for angle and deflection analysis
        B.addBoundaryCondition(0.5, "angle", 0.0)
        B.addBoundaryCondition(0.0, "deflection", 0.0)
        
        # run the analysis
        B.analyze()
        ```
        
        ![image](https://user-images.githubusercontent.com/55027279/110196692-d77d8680-7e0b-11eb-8161-d1641e936f25.png)
        
        ```shell
        running...
        E = 2.070e+04 [MPa]
        I = 2.000e-08 [m^4]
        L = 1.000 [m]
        
        **************************************** Analysis ****************************************
        [BEAM_ANALYSIS] - [SINGULARITY] - running shear analysis: 11 + -1.0<x-0> + -21 + 11
        [BEAM_ANALYSIS] - [SINGULARITY] - running moment analysis: 11<x-0> + (-1.0/2)<x-0>^2 + -21<x-0.5> + 11<x-1>
        [BEAM_ANALYSIS] - [SINGULARITY] - running angle analysis: (11/2)<x-0>^2 + (-1.0/6)<x-0>^3 + (-21/2)<x-0.5>^2 + (11/2)<x-1>^2
        [BEAM_ANALYSIS] - [SINGULARITY] - angle c1 found: -1.3541666666666667
        [BEAM_ANALYSIS] - [SINGULARITY] - running deflection analysis: (11/6)<x-0>^3 + (-1.0/24)<x-0>^4 + (-21/6)<x-0.5>^3 + (11/6)<x-1>^3
        [BEAM_ANALYSIS] - [SINGULARITY] - deflection c1 found: -1.3541666666666667
        [BEAM_ANALYSIS] - [SINGULARITY] - deflection c2 found: 0.0
        ******************************************************************************************
        
        REPORT:
        Max shear:          11.0     [N]    @    0.0 [m]
        Max moment:         5.36974  [N-m]  @  0.499 [m]
        Max angle:          -0.00033 [rad]  @    0.0 [m]
        Max deflection:     -0.00011 [m]    @  0.499 [m]
        ```
        
Keywords: beam,analysis,engineering
Platform: UNKNOWN
Classifier: Programming Language :: Python :: 3
Classifier: Programming Language :: Python :: 3.8
Classifier: License :: OSI Approved :: MIT License
Requires-Python: >=3.6
Description-Content-Type: text/markdown
