Question: If you utilize the exact same structural model, but consider it as a plane frame instead of a plane truss ( i . e .

If you utilize the exact same structural model, but consider it as a plane frame instead of a plane truss

(

.

.,

joints are no longer pin connected

),

how will the predicted internal forces and deflections compare? Use your structural analysis model and tabulate the internal forces and deflections to show the differences. Describe the reason for your results.

If you utilize the exact same structural model,

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