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@ -351,7 +351,7 @@ are concered, we can determine *equivalent node forces* using equilibrium
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### Example 1
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The figure shows a light roof truss oaded by a force $F = 90$ kN at 45\textdegree to the horizontal
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The figure shows a light roof truss loaded by a force $F = 90$ kN at 45\textdegree to the horizontal
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at point $B$.
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</summary>
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