Dras e as vepared Clearly state all assumptions made towards solving the problem 1) The 200 x 150-mm timber cross-section (P-12 GP, 02 MPa) is strengthened by belting it to a C200 x 17.1 rolled steel section (200 GPa, o 160 MPa). Determine 03 the maximum horizontal bending moment M that can be applied on the cross-section M 0-20) (30 pls) 2) In the simply supported beam AD, shown in figure, the reaction forces at A is A, 650 l (1) and at D is Dy-750 lb. (a) Draw the SPD for the beam and determine the maximum alcar force (b) Draw the BMD for the besm and determine the maximum bending moment 600 (25 pts)