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What is Flexural Buckling Analysis of W14x74 about?
The document provides two situations involving the calculation of design and allowable compressive strengths for steel columns. In situation 1, it calculates the design strength as 1948.14 kN and allowable strength as 1296.17 kN for a W14x74 column with a length of 6m and pinned ends. In situation 2, it calculates the design strength as 1083.43 kN and allowable strength as 720.85 kN for a W14x53 column with a length of 5m, pinned at one end and supported against weak axis buckling at 2m from the top end
- Author
- Dubu Dubu
- Language
- EN