Question: For the loaded simple beam, use method of sections to derive the shear force and bending moment in section CD as functions of x .

For the loaded simple beam, use method of
sections to derive the shear force and bending
moment in section CD as functions of x.
Ans: VCD =85+36x 6x2 kN,
MCD =29485x +18x22x3 kNm
For the loaded simple beam, use method of

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