USING VIRTUAL WORK METHOD. CALCULATE THE FOLLOWING: Considering the fully restrained beam shown in Figure 2 where E = 200 GPa and I = 2x109 mm^4 a M L FIGURE 2 The beam is loaded as follows: . Concentrated moment at a point 5 m. from the left support • Load P inclined at angle G with respect to the horizontal, acting at 3 m. from the rig support. The beam is supported as follows: • Fixed support at the left and right end. If P = 85 kN, M = 120 kNm, L= 14 m., and G = 30 degrees. • Determine the vertical reaction, horizontal reaction, and moment reaction at suppor and C. . Determine the deflection and slope at point B. . Determine the maximum deflection of the beam. . If the maximum deflection is limited to 12 mm, determine the diameter of the circula beam required.

Please help me with the following question.Please put the whole process and solution because I’m having a difficulty with understanding it. Thank you very much. The 66-k point load in this figure below carries a floor DE, which in turn is simply supported at its ends by floor beams. These beams transmit their loads to the simply supported girder AB. Determine the internal shear and moment acting at point C in the girder.   Subject: Structural Theory

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Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solutions.  a. Vertical Reaction at B in kN.b. Moment Reaction at A in kN-m.c. Deflection at point C in mm.d. Deflection at midspan of AB in mm. Valuea = 3.7b = 26c = 29 Thank you very much!