Structural Analysis (MindTap Course List)
Structural Analysis (MindTap Course List)
5th Edition
ISBN: 9781133943891
Author: Aslam Kassimali
Publisher: Cengage Learning
Question
Book Icon
Chapter 10, Problem 1P
To determine

Find and sketch the symmetric loading component.

Find and sketch the 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 area A are 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 (MindTap Course List), 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 (MindTap Course List), Chapter 10, Problem 1P , additional homework tip  2

Add the half loading and reflection of half loading to find the symmetric component.

Sketch the symmetric loading component as shown in Figure 3.

Structural Analysis (MindTap Course List), Chapter 10, Problem 1P , additional homework tip  3

Subtract the symmetric loading component from the given loading to obtain the antisymmetric loading component.

Sketch the antisymmetric loading component as shown in Figure 4.

Structural Analysis (MindTap Course List), 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
For the loading system acting on the beam shown in Fig.(1) Determine the reactions at the supports. 2kN/m Fig. (1) 4kN/m
The 4-story building shown below has a dead load D = 90 psf, floor live load, L = 110 psf. The roof and floors have the same D and L loads. The length of columns is 24 ft at the ground level and 12 ft for all other floors. The column ends are pins (Kx = Ky = 1.0) and Lx = Ly for all columns. (Use LFRD Method where applicable).1) Determine Pu on interior columns B2-4, B2-1, and side column C1-1  2) Use Table 4-1a (p. 4-12 to 4-24) in AISC to select the lightest W shapes for these columns 3) Use Table 4-4 (p. 4-68 to 4-83) in AISC to select lightest square HSS shape for the columns
The 4-story building shown below has a dead load D = 90 psf, floor live load, L = 110 psf. The roof and floors have the same D and L loads. The length of columns is 24 ft at the ground level and 12 ft for all other floors. The column ends are pins (Kx = Ky = 1.0) and Lx = Ly for all columns. Determine Pu on interior columns B2-4, B2-1, and side column C1-1  (Use LFRD where applicable).
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,