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moment is 22kip.ft

moment is 22kip.ft

Structural Analysis
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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moment is 22kip.ft

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: Q1 Calculate the reactions at support A and B Determine the equation of the elastic curve using the double integration method Determine the slope at A point i. ii. iii. iv. Determine the maximum deflection between B and C 11 kip 2T kip.ft B 20 ft 10 ft Figure 1
Transcribed Image Text: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: Q1 Calculate the reactions at support A and B Determine the equation of the elastic curve using the double integration method Determine the slope at A point i. ii. iii. iv. Determine the maximum deflection between B and C 11 kip 2T kip.ft B 20 ft 10 ft Figure 1
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