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Unformatted text preview: Neglect self weight of the member) 2. Calculate the maximum axial and shear stresses that develop in the flanges and the web of the given steel beam made of C300 section. w=0.5t/m 3.0m 5.0m 2t 4.0 t.m A B C C300 1t 2.0m 1t C300 Sectional view...
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- Spring '09
- Structural Engineering