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About Strength of Materials Ii: Section 6-C
The document discusses plastic deformations in beams and shearing stresses in thin-walled members. It explains that beyond the yield point, plastic deformations occur where the shear stress is zero in the plastic zone. The elastic core carries the shear load. Examples are provided to calculate the horizontal shearing force and shear stress at a given point for a cantilever beam undergoing plastic deformation. Unsymmetric loading of thin-walled members is also discussed, along with calculating the location of the shear center for a channel section.
Detailed Information
| Author: | ['ismail hamdi'] |
|---|---|
| Publication Year: | 2021 |
| Pages: | 5 |
| Language: | English |
| Format: | |
| Price: | FREE |
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