Extracted text: A7' long timber column with the cross section shown below is fixed on one end and pin connected on the other (i.e. pin-fixed column). E = 1,800 ksi, Fe = 1,350 psi and the allowable bending stress, (ob)all = 900 psi. 0.5" 6" Plan View If P is applied eccentrically, at x = 0.5", y = 0, determine the maximum load P that can be applied to the column using the timber design code by: a) The allowable stress method b) The interaction method