9. A thin steel plate with profile shown in figure below is subjected to an axial load. To approximate the deflection an
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9. A thin steel plate with profile shown in figure below is subjected to an axial load. To approximate the deflection an
9. A thin steel plate with profile shown in figure below is subjected to an axial load. To approximate the deflection and the average normal stresses along the plate, the plate can be modeled as a representation of connected springs for FEA analysis of its deflection. Then in its equivalent spring model, total number of springs is A) 3 B) 4 C) 5 12 in D) 6 fam + The 4 500 lb te
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