Technical Explanation: Beam Shear Force
Shear force is the internal force that acts parallel to the cross-section of a beam. For a simply supported beam carrying a single point load at its center, the shear force is constant in magnitude between each support and the load, and reverses direction at the mid-span.
The maximum shear force occurs at the supports and is equal to half the applied point load. This value is critical for checking shear capacity of the cross-section and for designing connections or web stiffeners in steel beams.
How to Use This Calculator
- Point Load (P): Enter the concentrated load applied to the center of the beam in Newtons (N).
- Beam Length (L): Input the total unsupported span between the two pinned/roller supports in millimeters (mm). Length does not affect the magnitude of maximum shear for this load case, but is required for the schematic and consistency.
- Cross-Section Area (A) – Optional: Provide the cross-sectional area in mm² to also compute the average shear stress τ = V / A.
- Allowable Shear Force (Optional): Set a maximum allowable shear force to instantly verify if your design passes safety criteria.
Where does maximum shear force occur?
For a simply supported beam with a central point load, the shear force diagram is a step function: +P/2 from the left support to the center, and –P/2 from the center to the right support. The maximum absolute value therefore occurs along the entire length between supports and the load (i.e., at the supports and throughout each half-span).
How is shear force related to bending moment?
The shear force is the derivative of the bending moment (V = dM/dx). Consequently, the maximum moment occurs where the shear force changes sign (at mid-span for this symmetric case).
Average vs. maximum shear stress
The simple formula τ_avg = V / A gives the average shear stress across the section. The true maximum shear stress for a rectangular section is 1.5 × τ_avg and occurs at the neutral axis. For I-beams the maximum is higher still and is concentrated in the web.