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Sin título

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  1. 11. Which one of the following correctly defines the positive sign convention in a beam?1. Which one of the following correctly defines the positive sign convention in a beam?1. Which one of the following correctly defines the positive sign convention in a beam?
  2. 2—CC
  3. 3—Elastic curveElastic curve
  4. 4The first integration of a linear formulation of the relationship between bending moment M(x)and the second derivative of deflection dv2(x)/dx2in terms of x gives .Slope function
  5. 5The second integration of a linear formulation of the relationship between bending moment M(x)and the second derivative of deflection dv2(x)/dx2in terms of x gives .Deflection function
  6. 6In double integration method, the dictate the constants (C1, C2, ...) of integration.Boundary conditions
  7. 7Which of the following does not belong to the three ways of calculating the slope and deflection of a statically determinate structure: a)Energy dissipation method b)Double integration method c)Moment-area method d)Conjugate beam methoda)Energy dissipation method
  8. 8The____ gives the slope and deflection functions at any point of a deflected structure.b)Double integration method
  9. 9The gives the relative slope and deflection between any two points of a deflected structure. a)Energy dissipation method b)Double integration method c)Moment-area method d)Conjugate beam methodc)Moment-area method
  10. 10The change in slope between any two points on the elastic curve equals to the area of ___________ between these two points. a)EI/A diagram b)M/EA diagram c)M/EI diagram d)EI/M diagramC)M/EI diagram

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Fichas sobre Sin título, creado por tyler w el 10/10/2021.
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