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Bridge analysis · Simply supported beam

Simply supported beam subjected to a vertical point load

Enter the data to view support-reaction and internal-force influence lines, or shear-force and bending-moment diagrams, for a simply supported beam under a unit point load.

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Current response

Moment influence line

Moment influence line Moment influence line ABRAI(z)RBI(z)xc=8.000mL-xc=12.000mL=20.000m1z=7.000mL-z=13.000m4.800m4.200m
Moment influence line
At the section, x = 8 m
4.800 m
At the load position, z = 7 m
4.200 m
\[M_I(z)=\begin{cases}\dfrac{z(L-x_c)}{L},&z\le x_c\\[6pt]\dfrac{x_c(L-z)}{L},&z\ge x_c\end{cases}\]

Method and sign convention

The influence-line ordinate equals the response caused by a moving unit downward load along the beam. Positive shear is the algebraic sum of vertical forces to the left of the section, with upward forces taken as positive. At z = x, the shear influence line has two one-sided values whose difference is exactly 1.

View the formula derivation