Structural Analysis, 5th Edition
5th Edition
ISBN: 9788131520444
Author: Aslam Kassimali
Publisher: Cengage Learning
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Question
Chapter 10, Problem 1P
To determine
Find and sketch the symmetric loading component.
Find and sketch the antisymmetric loading component.
Expert Solution & Answer
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.
Draw the reflection of half loading about the specified axis s.
Sketch the reflection of half loading as shown in Figure 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.
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.
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Students have asked these similar questions
The question is in Turkish
You need to explain the process in detail
Q3. Design by LRFD maximum size side SMAW fillet welds required to develop the
loads Po= 7. kips and PL-60kips for an L6x4x1/2, using E70XX electrodes steel. The
member is connected on the sides of the 6-in leg and is subject to alternating loads.
Draw the layout of welding.
Note:
1-5/8 in.
1.
All Steel sections are A36
2.
The loads effect through the angle center of gravity.
L6x4x1/2
Angle C.G.
P
Design the size side SMAW fillet welds required to develop the loads PD=
7. kips and PL=60kips for an L6x4x1/2, using E70XX electrodes steel.
The member is to be connected with side welds and a weld at the end of the
Q2 angle to a 5/8- inch thickness gusset plate. Balance the fillet welds around
the center of gravity of the angle as shown in Figure (2). Use A36 steel.
Draw the layout of welding.
t=5/8 in.
L 6x4x1/2
Angle C.G.
P4
Figure -2-
Chapter 10 Solutions
Structural Analysis, 5th Edition
Ch. 10 - Prob. 1PCh. 10 - Prob. 2PCh. 10 - Prob. 3PCh. 10 - Prob. 4PCh. 10 - Prob. 5PCh. 10 - Prob. 6PCh. 10 - Prob. 7PCh. 10 - Prob. 8PCh. 10 - Prob. 9PCh. 10 - Prob. 10P
Ch. 10 - Prob. 11PCh. 10 - Prob. 12PCh. 10 - Prob. 13PCh. 10 - Prob. 14PCh. 10 - Prob. 15PCh. 10 - Prob. 16PCh. 10 - Prob. 17PCh. 10 - Prob. 18PCh. 10 - Prob. 19PCh. 10 - Prob. 20PCh. 10 - Prob. 21PCh. 10 - Prob. 22PCh. 10 - Prob. 23PCh. 10 - Prob. 24PCh. 10 - Prob. 25PCh. 10 - Prob. 26PCh. 10 - Prob. 27PCh. 10 - Prob. 28PCh. 10 - Prob. 29PCh. 10 - Prob. 30P
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