Continuing from this example, let's learn how to find the point of zero moment:
The solution presented is in SI. The author will update the post soon to reflect English units.
Continuing from this example, let's learn how to find the point of zero moment:
The solution presented is in SI. The author will update the post soon to reflect English units.
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There are many ways to find the point of zero moment:
We will focus on the analytical approach to solve for the positions of zero moment.
The first thing is to find which beam segment will have the point of zero moment.
We do this by analyzing the moment at both endpoints of each segment using equations or relating the diagrams. Afterward, we perform a simple test:
In our example, there is a change from positive to negative when analyzing the moment at segment \(CD\):
\(M_C=280.12kN•m\)
\(M_D=-135kN•m\)
From these, there is a point of zero moment between these two points \(C\) and \(D\).
The point of zero moment is where the location of inflection points is in its deflected shape. In our example, it occurs between points \(C\) and \(D\).
Like we did with the point of zero shear, we apply algebra: formulate the moment function for segment \(CD\), substitute \(M_{CD}=0\), and solve for \(x\):
\(M_{CD}=-18 x^2+222.75 x-407.25\)
\(0=-18 x^2+222.75 x-407.25\)
Since this is a quadratic function, we can apply the quadratic formula:
\(x=\frac{-(222.75) \pm \sqrt{(222.75)^2-4 (-18) (-407.25)}}{2 (-18)}\)
\(x=10.15\)
The point of zero moment is at a distance \(10.15m\) from the origin at \(A\).
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