A simply supported beam is subjected to a concentrated load P= 60 kN at C as shown in the figure below. It is assumed that material behaves in a linear-elastic manner with Young’s modulus E= 200 GPa and moment of inertia of section is I=70×106 mm4. Determine the slope and displacement at C by using:

Calculate reactions
Plot bending moment diagram
The slope at point C using moment-area theorems
The deflection at point C using moment-area theorems
The slope at point C using conjugate-beam method
The deflection at point C using conjugate-beam method
  1. a) Moment-area theorems. b) Conjugate-beam method.

 

Things needed to be done:

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A simply supported beam is subjected to a concentrated load P= 60 kN at C as shown in the figure below. It is assumed that material behaves in a linear-elastic manner with Young’s modulus E= 200 GPa and moment of inertia of section is I=70×106 mm4. Determine the slope and displacement at C by using:

Calculate reactions
Plot bending moment diagram
The slope at point C using moment-area theorems
The deflection at point C using moment-area theorems
The slope at point C using conjugate-beam method
The deflection at point C using conjugate-beam method
  1. a) Moment-area theorems. b) Conjugate-beam method.

 

Things needed to be done:

Leave a Reply

Your email address will not be published. Required fields are marked *