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Figure shows the symmetrical I- section of a cantilever beam of span 3m. Flange size 200mm x 200mm and web size 12mm x 360mm.

The beam is loaded with UDL of intensity 12KN/M over the entire span as shown but the plane of loading is inclined at an angle θ= 320 with vertical axis. Locate the neutral axis and find the maximum compressive and tensile stresses produced at critical section. Also sketch the bending stress distribution diagram.

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