A 130 mm x 220 mm timber wood is used for the beam shown. Take E = 8.22 MPa. w = 8.65 kN/m, L =7. a. Compute the maximum flexural stress in MPa. b. Compute the maximum shear stress in MPa. c. Considering Agoho with Fb = 26.3 MPa and Fv = 2.95 MPa, check if the section is adequate.

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