4. Use the virtual work method to determine the slopes and deflections at points B and D of the beam shown. 150,kN 75 kN Hinge 40 kNm E A 4 m B 4 m C 4 m D 米 4 m 米 EI = constant E = 200 GPa I = 500(106) mm4
4. Use the virtual work method to determine the slopes and deflections at points B and D of the beam shown. 150,kN 75 kN Hinge 40 kNm E A 4 m B 4 m C 4 m D 米 4 m 米 EI = constant E = 200 GPa I = 500(106) mm4
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 1P
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