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Padmal
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Do bending moment and shear forces are dependable on a beam's cross sectional area?
Are Bending Moment and Shear Force Dependent on Beam's Cross Sectional Area?
- Thread starter Padmal
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AI Thread Summary
Bending moment and shear forces are not dependent on a beam's cross-sectional area. The bending moment is derived from the shear force curve, which in turn is derived from the load curve of the beam. This relationship indicates that cross-sectional details are not necessary for drawing shear force diagrams (SFD) and bending moment diagrams (BMD). The discussion highlights the importance of understanding these foundational concepts in structural analysis. Overall, the focus remains on the mathematical relationships rather than the physical properties of the beam's cross-section.
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