Beam AD is supported by a rod (truss member) at D as shown Take El =5 * 10³ kN.m² for the beam, and AE = 1000 (kN/m?)*m² for the rod (beam is axially rigid), and find the reactions at A and C as well as the axial force in the rod DF using the Force Method (indicate if the rod is in tension or compression). The supports at joints A and F are pins, and the support at C is a roller. below. Requirements/hints: Apply the compatibility of deformations by cutting member FD. Draw the shear force and bending moment diagrams for both cases: external load and the unit load. - Calculate all the deformations using the virtual work method. 100 kN D 100 kN 1.0 m 1.0 m 1.0 m 1.0 m

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