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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Moments

There are various practical applications of the concept of moments, like a rotation of the crank due to linear motion of the piston, the moment of inertia and its use in designing beams and columns, bending moment concept, torque, twisting moment, etc.

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

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