Extracted text: For the two statically determinate structures shown below, it is required to draw the bending moment, shear force, and axial force diagrams for the shown loads as indicated Note: All loads indicated below are already factored. P = 10 kN W = 15 kN/m P = 10 kN M = 13 kN.m 3.00 m 2.00 m 4.00 m 1.50 m 3.00 m 3.00 m W = 13 kN/m P = 25 kN 4.00 m 2.00 m 2.00 m