R.C. Stephens, James J. Ward
Abstract
Consider a cantilever AB, carrying a concentrated load W at the free end B, Figure 10.1(a). At any section C, the load W is tending to shear the beam (Figure 10.1(b)), this being resisted by the internal force exerted on CB by the adjacent part AC.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
Consider a cantilever AB, carrying a concentrated load W at the free end B, Figure 10.1(a). At any section C, the load W is tending to shear the beam (Figure 10.1(b)), this being resisted by the internal force exerted on CB by the adjacent part AC.
Key concepts: Shear force, Cantilever, Bending moment, Shear and moment diagram, Shearing (physics), Structural engineering, Internal forces, Shear (geology)