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Two Span Continuous Beam - Unequal Spans, Uniformly Distributed Load

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Diagram Symbols

Bending moment diagram (BMD)  -  Used to determine the bending moment at a given point of a structural element.  The diagram can help determine the type, size, and material of a member in a structure so that a given set of loads can be supported without structural failure.
Free body diagram (FBD)  -  Used to visualize the applied forces, moments, and resulting reactions on a structure in a given condition.
Shear force diagram (SFD)  -  Used to determine the shear force at a given point of a structural element.  The diagram can help determine the type, size, and material of a member in a structure so that a given set of loads can be supported without structural failure.
Uniformly distributed load (UDL)  -  A load that is distributed evenly across the entire length of the support area.

 

Span Continuous Beam - Unequal Spans, Uniformly Distributed Load formulas

\( R_1 \;=\; V_1   \;=\;    \dfrac{  M_1 }{ a } +  \dfrac{ w\cdot a }{ 2 }  \) 

\( R_2   \;=\;   w\cdot a + w\cdot b - R_1 - R_3    \) 

\( R_3 \;=\; V_4   \;=\;   \dfrac{  M_1 }{ b } + \dfrac{ w\cdot a }{ 2 }   \) 

\(V_2   \;=\;  w\cdot a - R_1  \)

\( V_3   \;=\;  w\cdot b - R_3  \)

\( M_1  \;=\;  \dfrac{  w\cdot b^3 + w\cdot a^3 }{ 8 \cdot ( a+b ) }   \)

\( M_1  \;=\;     \dfrac{ w\cdot b^3 + w\cdot a^3  }{ 8 \cdot ( a+ b)  }  \)

\( M_{x_2} \; ( x_2 = \frac{R_3}{w} )   \;=\;    R_3 \cdot x_2  -  \dfrac{ w\cdot x_2^2 }{ 2 }   \)

Symbol English Metric
\( \Delta \) = deflection or deformation \(in\) \(mm\)
\( x \) = horizontal distance from reaction to point on beam \(in\) \(mm\)
\( w \) = load per unit length \(lbf\;/\;in\) \(N\;/\;m\)
\( M \) = maximum bending moment \(lbf-in\) \(N-mm\)
\( V \) = maximum shear force \(lbf\) \(N\)
\( R \) = reaction load at bearing point \(lbf\) \(N\)
\( a, b \) = span length under consideration \(in\) \(mm\)

 

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