ps for õur Work to Receive Credit. No Show No Credit even if you have the correct numerical value. YOU SHOW WORK VERY NEATLY AA Calculate the internal reactions for the member shown at the section x = 1.4 m from A or x = 1.3 m from B. Show that the LHS answers = RHS answers at the location x. 4 kN Couple 4 kN/m 3 kN m -0.9 m-0.9 m--0.9 m--0.9 m- 2. Two solid cylindrical rods are welded together and loaded as shown. Knowing that the diameters of the first part is 1.0705 in. and second part is 0.61804 in. respectively, find the normal stress in each section A-B, B-C and C-D. so kips 5 kips 45 kipi 16 in 12 in. 12 in.
ps for õur Work to Receive Credit. No Show No Credit even if you have the correct numerical value. YOU SHOW WORK VERY NEATLY AA Calculate the internal reactions for the member shown at the section x = 1.4 m from A or x = 1.3 m from B. Show that the LHS answers = RHS answers at the location x. 4 kN Couple 4 kN/m 3 kN m -0.9 m-0.9 m--0.9 m--0.9 m- 2. Two solid cylindrical rods are welded together and loaded as shown. Knowing that the diameters of the first part is 1.0705 in. and second part is 0.61804 in. respectively, find the normal stress in each section A-B, B-C and C-D. so kips 5 kips 45 kipi 16 in 12 in. 12 in.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
Related questions
Question
Number 1
![ps for
õur Work to Receive Credit. No Show No Credit even if you have the
correct numerical value. YOU SHOW WORK VERY NEATLY
AA Calculate the internal reactions for the member shown at the section x = 1.4 m from A or x = 1.3 m
from B. Show that the LHS answers = RHS answers at the location x.
4 kN
Couple
4 kN/m
3 kN m
-0.9 m-0.9 m--0.9 m--0.9 m-
2. Two solid cylindrical rods are welded together and loaded as shown. Knowing that the diameters of
the first part is 1.0705 in. and second part is 0.61804 in. respectively, find the normal stress in each
section A-B, B-C and C-D.
so kips
5 kips
45 kipi
16 in
12 in.
12 in.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe11646aa-28b3-420a-b7c1-49f7238ca0d7%2F0ea50bce-a342-4a73-a6fe-3834c45f54ab%2Fi2ifpqd.jpeg&w=3840&q=75)
Transcribed Image Text:ps for
õur Work to Receive Credit. No Show No Credit even if you have the
correct numerical value. YOU SHOW WORK VERY NEATLY
AA Calculate the internal reactions for the member shown at the section x = 1.4 m from A or x = 1.3 m
from B. Show that the LHS answers = RHS answers at the location x.
4 kN
Couple
4 kN/m
3 kN m
-0.9 m-0.9 m--0.9 m--0.9 m-
2. Two solid cylindrical rods are welded together and loaded as shown. Knowing that the diameters of
the first part is 1.0705 in. and second part is 0.61804 in. respectively, find the normal stress in each
section A-B, B-C and C-D.
so kips
5 kips
45 kipi
16 in
12 in.
12 in.
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
Step 1
Solution:
The reaction at A and B is calculated for the given beam as :
The total load on the beam is the sum of vertical load and the uniform varying load of intensity w,4kN/m.
The load due to uniform varying load is given by:
The load is acting at the one third of base.
Point load = 4 kN
The uniform varying load = 1.8 kN
Total vertical load on the beam:
Step 2
Thus, the reaction is calculated as :
Now we calculate the internal reactions at x = 1.4 m from A and B .
Step 3
First take a section at x distance from A (L.H.S.) :
Now, take section at x distance from B (R.H.S.):
Step by step
Solved in 5 steps with 6 images
![Blurred answer](/static/compass_v2/solution-images/blurred-answer.jpg)
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