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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F45a7c812-ebdc-4a96-a135-01b384097b2a%2F3d50e7d7-a536-4287-a106-eccbb62fff47%2Fps8knbh_processed.jpeg&w=3840&q=75)
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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