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:

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: