Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
Question
Book Icon
Chapter 10, Problem 1P
To determine

Find the symmetric and antisymmetric loading component.

Expert Solution & Answer
Check Mark

Explanation of Solution

Given information:

The structure is given in the Figure.

The Young’s modulus E and the area A is constant.

Calculation:

Refer the given structure.

Divide the magnitudes of forces and moments of the given loading by 2 to obtain the half loading.

Sketch the half loading for the given structure as shown in Figure 1.

Structural Analysis, Chapter 10, Problem 1P , additional homework tip  1

Draw the reflection of half loading about the specified axis S.

Sketch the reflection of half loading as shown in Figure 2.

Structural Analysis, Chapter 10, Problem 1P , additional homework tip  2

Add the half loading (Figure 1) and reflection of half loading (Figure 2) to find the symmetric component.

Sketch the symmetric loading component as shown in Figure 3.

Structural Analysis, Chapter 10, Problem 1P , additional homework tip  3

Subtract the symmetric loading component (Figure 3) from the given loading to obtain the antisymmetric loading component.

Sketch the antisymmetric loading component as shown in Figure 4.

Structural Analysis, Chapter 10, Problem 1P , additional homework tip  4

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
How does construction estimate inaccuracies lead to delays and complications that impact projects?
Q5: Given the following system: น -3 y= [4 -2] +3u Generate a model with states that are the sum and difference of the original states.
4. Draw a stress-strain curve (in tension and compression) for a reinforced concrete beam below. Label the important parts of the plot. Find the linear elastic approximation obtained using the transformed technique, and plot over the same strain ranges. 24" 4" 20" 16" f = 8,000 psi 8- #11 bars Grade 60 steel 4" (f, = 60 ksi and E₁ = 29000 ksi)
Knowledge Booster
Background pattern image
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
  • Text book image
    Structural Analysis
    Civil Engineering
    ISBN:9781337630931
    Author:KASSIMALI, Aslam.
    Publisher:Cengage,
Text book image
Structural Analysis
Civil Engineering
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:Cengage,