3. Determine the reactions and draw the shear and bending moment diagrams for the beam shown using the method of consistent deformations. Select the reaction at the interior support to be the redundant. A -4 m 250 KN B -4 m E = 200 GPa I = 600(106) mm4 -4 m 250 KN ↓ D -4 m E
3. Determine the reactions and draw the shear and bending moment diagrams for the beam shown using the method of consistent deformations. Select the reaction at the interior support to be the redundant. A -4 m 250 KN B -4 m E = 200 GPa I = 600(106) mm4 -4 m 250 KN ↓ D -4 m E
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter6: Introduction To Mechanical Properties
Section: Chapter Questions
Problem 6.15P: Estimate the elastic and plastic strain at the ultimate tensile strength in the low-carbon steel...
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Question
![3. Determine the reactions and draw the shear and bending moment diagrams for the beam shown
using the method of consistent deformations. Select the reaction at the interior support to be the
redundant.
A
-4 m
250 KN
B
-4 m-
E = 200 GPa
I = 600(106) mm4
-4 m
250 KN
↓
D
-4 m
E](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5c9e9560-8daa-4b27-8d58-3feeb1ce1bcc%2Fd51611e7-b5ee-4836-b452-0313b1c9c5f4%2Ffpq154h_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3. Determine the reactions and draw the shear and bending moment diagrams for the beam shown
using the method of consistent deformations. Select the reaction at the interior support to be the
redundant.
A
-4 m
250 KN
B
-4 m-
E = 200 GPa
I = 600(106) mm4
-4 m
250 KN
↓
D
-4 m
E
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