'STRUCTURAL THEORY Deflection of Determinate Beams - Double Integration Method Show complete STEP BY STEP solution. Solve the following. Enclose the answer in a box with three decimal places. Illustrate the fbd of the following clearly and completely.
Use Double Integration Method_ E = 200 GPa and 106 mm". Compute the rotation at the free end in degrees_ Calculate the maximum deflection of the beam in millimeters_
kNIm
kN-m'
