Extracted text: Situation A: In the given figure and values of a Swietenia macrophylla King timber beam, determine the following: B = 100 mm (width) D = 250 mm (depth) Bending and Tension Parallel to Grain = 16.5 MPa Modulus of Elasticity in Bending = 4.66 MPa Compression Parallel to Grain = 10.5 MPa 5 kN 2 kN/m 1.0 m | 1.0 m Compression Perpendicular to Grain = 3.83 MPa Shear Parallel to Grain = 2.71 MPa Draw the shear and moment diagram and determine the location and magnitude of the maximum shear and maximum moment. Determine the value of the maximum actual shear and flexural stresses carried by the beam. Determine the location and magnitude of the maximum deflection using the double integration method. Check whether the structure is safe or not, if the allowed deflection is L/360.