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1- Use the conventional technique to find the shear and moment relations in all parts of the system. 2- Use Heaviside method to do part (1). 3- Plot moment relations. You can use a computer program to complete this part. 4- From part 3, calculate the value and the location where the maximum bending moment happens. (Refer to the peaks of the Moment diagram) JAN 20m BAN 1.0m с 3.0m 12 KN -6 kN/m 30m 10 kN/m 6.0 m (d) B 8 KN 5 kN/m с 1.0m 10m D

1- Use the conventional technique to find the shear and moment relations in all parts of the system. 2- Use Heaviside method to do part (1). 3- Plot moment relations. You can use a computer program to complete this part. 4- From part 3, calculate the value and the location where the maximum bending moment happens. (Refer to the peaks of the Moment diagram) JAN 20m BAN 1.0m с 3.0m 12 KN -6 kN/m 30m 10 kN/m 6.0 m (d) B 8 KN 5 kN/m с 1.0m 10m D

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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Please help with example C and D using both the conventional technique and the heaviside/singularity functions. 

1- Use the conventional technique to find the shear and moment relations in all parts of the system. 2- Use Heaviside method to do part (1). 3- Plot moment relations. You can use a computer program to complete this part. 4- From part 3, calculate the value and the location where the maximum bending moment happens. (Refer to the peaks of the Moment diagram) JAN 20m BAN 1.0 с 3.0m 12 AN -6 kN/mm 30m 10 kN/m 6.0 m (d) B 8 KN 5 kN/m с 1.0m 10m D
Transcribed Image Text:1- Use the conventional technique to find the shear and moment relations in all parts of the system. 2- Use Heaviside method to do part (1). 3- Plot moment relations. You can use a computer program to complete this part. 4- From part 3, calculate the value and the location where the maximum bending moment happens. (Refer to the peaks of the Moment diagram) JAN 20m BAN 1.0 с 3.0m 12 AN -6 kN/mm 30m 10 kN/m 6.0 m (d) B 8 KN 5 kN/m с 1.0m 10m D
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