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This document calculates the compressive strength of a U150X50X3.35 mm cold formed steel profile. It provides the profile dimensions and material properties. It then calculates the cross sectional area, centroid, moments of inertia, polar moment of inertia, radii of gyration, elastic and critical buckling loads, slenderness ratios, effective area, and design compressive resistance. It determines that the profile verifies the design compressive resistance with a capacity of 89.55%.
- Author
- pabro123
- Language
- EN