Module 2: Stability and Determinacy - Examples

These examples deliberately separate geometric stability from equation counting. A structure is never classified as safely determinate from a counting formula alone.

Example 1: Three Parallel Reactions

A planar beam is supported by three vertical rollers. Determine whether the support arrangement is externally stable against arbitrary planar loading.

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Example 2: Concurrent Support Reactions

Three independent reaction forces in a planar model all pass through one point. Explain the instability.

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Example 3: Determinate Planar Truss Count

A stable planar truss has m=15m=15 members, j=9j=9 joints, and a pin-and-roller support system giving r=3r=3. Determine its static indeterminacy.

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Example 4: Internally Redundant Planar Truss

A stable planar truss has m=18m=18, j=10j=10, and r=3r=3. Find the degree of static indeterminacy.

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Example 5: Negative Truss Count

A planar pin-jointed assembly has m=10m=10, j=8j=8, and r=3r=3. Evaluate the count.

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Example 6: Planar Rigid Frame with No Internal Releases

A stable single-bay, single-story rigid portal frame has m=3m=3 members, j=4j=4 joints, and two fixed bases giving r=6r=6. Take c=0c=0. Determine DsD_s.

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Example 7: Effect of an Internal Release

A stable planar rigid frame has m=5m=5, j=6j=6, r=6r=6, and one independent internal moment release represented by c=1c=1. Determine the static indeterminacy.

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Example 8: Counting Active Degrees of Freedom

A planar frame model has three unconstrained joints. Each joint would normally have uxu_x, uyu_y, and θz\theta_z, but one joint is restrained against vertical translation and another has a prescribed zero rotation. Count the remaining active generalized coordinates.

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