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A=</us0{u4>jޤW*mC߸kpʃ8U]tzQ;bieX%M>j ȸ|Ri^yK`yg0rq>).tDΊЍEg ɴ3|rSJFM3mR̈́Dqm_Yor%Vy6=TN,sst|yMV}#r8J[ G:Htw7n]ڻ:#"%~+ze(':[^12% Gh 3ʂ,Ch2*#=AAyI[?ȋㆭ>\%V]\Xl｢+WOnyH;1\$W|#_IuK= 40MUQP)! u`\)@WbW` _(yx$™|D7()EH?ɡ400 (k f+E*28ةlT&Uܩً 4+5@5WfY. ?֔x+'WGADe\Tn ivGiַ,c)w4@gB#!7lD $ټQT(PJψP)_=I]w!EfarXcwlMg[.wv-5K*eiEQE k1^ͥʞ;ʭ\7ZG--m5 ~:3_ÃHU3>ԧ"< 2  Sl_%^*H~b+ ɒNB kHM$KVS[m^N.XAB0Ǫ:c4sPv^`&`oi5@)pt僰a]l ڵۖ.9- ZܵޞHOpNꌈBCUVCGޜ_,3 IY9_&o)aWx)ӠoSdh1<.E7" 4M9BThj'yh;R?_P !2ʛU7znjR@pf?o.A?p senLuGlkeoc6cuƶ >}|)KFQKӭVS9"f:L./{[ ~ }@/m*nq̤:ol,1{(sBӝr{p9-ֵNKtZK3;ҁޡZߘ;M¨ȔL]-@d?@>\NJ)U^t $7wR0:Hr L 1;>ޢ-:CCk5UtCQ }R)gꢞUy&2 :p 5NxݐX\w˔ayqA endstream endobj 17 0 obj << /Type /StructElem /S /Part /P 9 0 R /Pg 7 0 R /K [19 0 R 20 0 R 21 0 R 22 0 R 23 0 R 24 0 R 25 0 R 26 0 R 27 0 R 28 0 R 60 0 R 35 0 R 36 0 R 37 0 R 38 0 R 39 0 R 40 0 R 41 0 R] >> endobj 18 0 obj << /Type /StructElem /S /Part /P 9 0 R /Pg 8 0 R /K [42 0 R 43 0 R 61 0 R 49 0 R 50 0 R] >> endobj 19 0 obj << /Type /StructElem /S /Figure /P 17 0 R /Pg 7 0 R /K [17] >> endobj 20 0 obj << /Type /StructElem /S /Figure /P 17 0 R /Pg 7 0 R /K [18] >> endobj 21 0 obj << /Type /StructElem /S /Figure /P 17 0 R /Pg 7 0 R /K [19] >> endobj 22 0 obj << /Type /StructElem /S /H1 /T (Lesson Plan) /E (Lesson Plan) /Pg 7 0 R /K [0] >> endobj 23 0 obj << /Type /StructElem /S /H3 /T (Grades: 11th-12th) /E (Grades: 11th-12th) /Pg 7 0 R /K [10] >> endobj 24 0 obj << /Type /StructElem /S /H3 /T (Subject: Engineering Design and Presentation 2) /E (Subject: Engineering Design and Presentation 2) /Pg 7 0 R /K [11] >> endobj 25 0 obj << /Type /StructElem /S /H3 /T (Topic: Stress Analysis and Load Testing Analysis on Wooden Bridges, built on Fusion 360, using Python Coding ) /E (Topic: Stress Analysis and Load Testing Analysis on Wooden Bridges, built on Fusion 360, using Python Coding ) /Pg 7 0 R /K [15] >> endobj 26 0 obj << /Type /StructElem /S /H2 /T (Lesson Goals:) /E (Lesson Goals:) /Pg 7 0 R /K [1] >> endobj 27 0 obj << /Type /StructElem /S /H4 /T (Students will identify and apply basic principles of force distribution, including tension, compression, and stress, in truss and beam bridge designs on a bridge they will build using Fusion 360. Students will use Python code to calculate stress, strain, and safety factor from bridge component data.) /E (Students will identify and apply basic principles of force distribution, including tension, compression, and stress, in truss and beam bridge designs on a bridge they will build using Fusion 360. Students will use Python code to calculate stress, strain, and safety factor from bridge component data.) /Pg 7 0 R /K [16] >> endobj 28 0 obj << /Type /StructElem /S /H2 /T (Learning Objectives:) /E (Learning Objectives:) /Pg 7 0 R /K [2] >> endobj 29 0 obj << /Type /StructElem /S /P /P 62 0 R /E (Design a truss-style wooden bridge model using Fusion 360, applying real-world constraints on size, support, and material.) /Pg 7 0 R /K [3] >> endobj 30 0 obj << /Type /StructElem /S /P /P 63 0 R /E (Apply knowledge of tension, compression, and stress to identify critical load paths in a bridge structure.) /Pg 7 0 R /K [4] >> endobj 31 0 obj << /Type /StructElem /S /P /P 64 0 R /E (Assign appropriate material properties \(e.g., pine or oak\) to their digital bridge model to simulate realistic structural behavior.) /Pg 7 0 R /K [5] >> endobj 32 0 obj << /Type /StructElem /S /P /P 65 0 R /E (Write a Python script to calculate axial stress, cross-sectional area, and safety factor for wooden bridge components.) /Pg 7 0 R /K [6] >> endobj 33 0 obj << /Type /StructElem /S /P /P 66 0 R /E (Import and process bridge component data \(e.g., beam dimensions and loads\) using Python and a CSV or JSON file.) /Pg 7 0 R /K [7] >> endobj 34 0 obj << /Type /StructElem /S /P /P 67 0 R /E (Evaluate whether stress in individual beams exceeds material limits by comparing calculations to known yield strength values.) /Pg 7 0 R /K [8] >> endobj 35 0 obj << /Type /StructElem /S /H2 /T (Materials Needed:) /E (Materials Needed:) /Pg 7 0 R /K [9] >> endobj 36 0 obj << /Type /StructElem /S /H4 /T (Access to Autodesk Fusion 360 Wood, Screws, Saws, Drills Access to Visual Studio Community or Code HS to run Python) /E (Access to Autodesk Fusion 360 Wood, Screws, Saws, Drills Access to Visual Studio Community or Code HS to run Python) /Pg 7 0 R /K [14] >> endobj 37 0 obj << /Type /StructElem /S /H2 /T ( Activity:) /E ( Activity:) /Pg 7 0 R /K [12] >> endobj 38 0 obj << /Type /StructElem /S /H4 /T (Tasks: Build a digital bridge model in Fusion 360. Export key beam dimensions and forces. Then build and test a bridge using wood. Use Python to: Calculate stress in each beam Compare to material strength Output weak points and safety factor Reflect: Does the simulation match physical tests?) /E (Tasks: Build a digital bridge model in Fusion 360. Export key beam dimensions and forces. Then build and test a bridge using wood. Use Python to: Calculate stress in each beam Compare to material strength Output weak points and safety factor Reflect: Does the simulation match physical tests?) /Pg 7 0 R /K [13] >> endobj 39 0 obj << /Type /StructElem /S /Figure /P 17 0 R /Pg 7 0 R /K [20] >> endobj 40 0 obj << /Type /StructElem /S /Figure /P 17 0 R /Pg 7 0 R /K [21] >> endobj 41 0 obj << /Type /StructElem /S /Figure /P 17 0 R /Pg 7 0 R /K [22] >> endobj 42 0 obj << /Type /StructElem /S /H2 /T ( Does the simulation match physical tests?) /E ( Does the simulation match physical tests?) /Pg 8 0 R /K [2] >> endobj 43 0 obj << /Type /StructElem /S /H2 /T (Students will interpret simulation or calculated results to evaluate the effectiveness and safety of their bridge design. Students will be expected to turn in the following:) /E (Students will interpret simulation or calculated results to evaluate the effectiveness and safety of their bridge design. Students will be expected to turn in the following:) /Pg 8 0 R /K [3] >> endobj 44 0 obj << /Type /StructElem /S /P /P 68 0 R /E (Design summary) /Pg 8 0 R /K [4] >> endobj 45 0 obj << /Type /StructElem /S /P /P 69 0 R /E (Load assumptions) /Pg 8 0 R /K [5] >> endobj 46 0 obj << /Type /StructElem /S /P /P 70 0 R /E (Simulation + Python analysis) /Pg 8 0 R /K [6] >> endobj 47 0 obj << /Type /StructElem /S /P /P 71 0 R /E (Safety evaluation) /Pg 8 0 R /K [7] >> endobj 48 0 obj << /Type /StructElem /S /P /P 72 0 R /E (Suggested improvements) /Pg 8 0 R /K [8] >> endobj 49 0 obj << /Type /StructElem /S /H1 /T (Assessment:) /E (Assessment:) /Pg 8 0 R /K [1] >> endobj 50 0 obj << /Type /StructElem /S /H2 /T (Note: If you're looking for automated load testing via Python, consider switching your bridge model into: Tools That Work with Python: ToolCapability Abaqus + Python Full FEA control and scripting ANSYS PyMAPDL Python interface for simulations CalculiX + Python Free FEA with text-based solver control OpenSeesPy Structural engineering FEA in Python SimScale + API Cloud-based, limited free use, data exportable You can export your Fusion 360 bridge as STEP or STL, then load it into one of these tools for scripting and simulation.) /E (Note: If you're looking for automated load testing via Python, consider switching your bridge model into: Tools That Work with Python: ToolCapability Abaqus + Python Full FEA control and scripting ANSYS PyMAPDL Python interface for simulations CalculiX + Python Free FEA with text-based solver control OpenSeesPy Structural engineering FEA in Python SimScale + API Cloud-based, limited free use, data exportable You can export your Fusion 360 bridge as STEP or STL, then load it into one of these tools for scripting and simulation.) /Pg 8 0 R /K [0] >> endobj 51 0 obj << /ca 1 /BM /Normal >> endobj 52 0 obj << /Type /ExtGState /ca 0.0 >> endobj 53 0 obj << /Type /Font /Subtype /Type0 /BaseFont /AAAAAA+LondrinaSolid-Regular /Encoding /Identity-H 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