Thumbs-ip will be given. Please write the complete solutions and Write Legibly.   Compute the maximum flexural stress developed in a 1.5m cantilever timber beam with a triangular section of b=96mm and d=215mm with a downward uniform load of 11.9KN/m. The modulus of elasticity of wood is 7310MPa. Express your answer in MPa in 2 decimal places.

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