PROBLEM 1. Determine the deflection at the left overhanging end of the beam loaded as shown below using the two methods indicated in the group of your choice. Choose and use only one group. (No mixing of methods. If you choose group 1, then use only the methods indicated.) A Group 1 Methods: Double Integration Method and Conjugate Beam Method Group 2 Methods: Method of Three Moments and Area Moment Method Assume constant El; E = 200 GPa, I = 1460 x 106 mm². 1.0 B 40 kN/m All distances are in meters. 9.0 8.0 9.0 12.0 200 kNm D P (in kN) E

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 57P
Question
100%
Upvote will be given. Please write the complete solutions. No long explanation needed. Box the final answer. Let P = 153 kN
PROBLEM 1.
Determine the deflection at the left overhanging end of the beam loaded as
shown below using the two methods indicated in the group of your choice. Choose and use only one group. (No mixing
of methods. If you choose group 1, then use only the methods indicated.)
Group 1 Methods: Double Integration Method and Conjugate Beam Method
Group 2 Methods: Method of Three Moments and Area Moment Method
Assume constant El; E = 200 GPa, 1 = 1460 x 106 mm².
1.0
B
40 kN/m
All distances are in meters.
9.0
8.0
9.0
12.0
с
200 kNm
P (in kN)
E
PROBLEM 2.
For the same beam in Problem 1, but with the right half of the beam's length having a moment of
inertia only % of the given moment of inertia, determine the deflection at the right overhanging end using the Method
of Virtual Work
Transcribed Image Text:PROBLEM 1. Determine the deflection at the left overhanging end of the beam loaded as shown below using the two methods indicated in the group of your choice. Choose and use only one group. (No mixing of methods. If you choose group 1, then use only the methods indicated.) Group 1 Methods: Double Integration Method and Conjugate Beam Method Group 2 Methods: Method of Three Moments and Area Moment Method Assume constant El; E = 200 GPa, 1 = 1460 x 106 mm². 1.0 B 40 kN/m All distances are in meters. 9.0 8.0 9.0 12.0 с 200 kNm P (in kN) E PROBLEM 2. For the same beam in Problem 1, but with the right half of the beam's length having a moment of inertia only % of the given moment of inertia, determine the deflection at the right overhanging end using the Method of Virtual Work
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 6 steps with 6 images

Blurred answer
Follow-up Questions
Read through expert solutions to related follow-up questions below.
Follow-up Question

Please continue to Solve Problem 1 in Group 1 using the Conjugate Beam Method. Solve in 4 decimal places. Thumbs-up will be given!

Solution
Bartleby Expert
SEE SOLUTION
Knowledge Booster
Beams
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781305081550
Author:
Braja M. Das
Publisher:
Cengage Learning