Figure 1 shows a beam ABC that has a constant EI. The beam is subjected to a couple moment and a pointed load at C. Given that T is equivalent to the last number from your own matric number. Example: For the matric number of 1812050, T is equivalent to 0, hence the moment is 20 kip.ft. Answer the following questions: Calculate the reactions at support A and B ii. Determine the equation of the elastic curve using the double integration method ii. Determine the slope at A point i. v. Determine the maximum deflection between B and C

Figure 1 shows a beam ABC that has a constant EI. The beam is subjected to a couple moment and a pointed load at C. Given that T is equivalent to the last number from your own matric number. Example: For the matric number of 1812050, T is equivalent to 0, hence the moment is 20 kip.ft. Answer the following questions: Calculate the reactions at support A and B ii. Determine the equation of the elastic curve using the double integration method ii. Determine the slope at A point i. v. Determine the maximum deflection between B and C

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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