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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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
40 kNm
Hinge
'E
A
4 m
В 4m
C 4 m
D 4 m
EI = constant
E = 200 GPa
I = 500(106) mm4
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