W1 W2 A SET (1) L1 3 m L2 4m P1 5 KN P2 6 KN W1 7 KN/m PROB 02 W2 6 KN/m Support Reactions, Shear and Moment Equations. For the last segment use the FBD of the right section, • Shear and Moment Ordinates, use Relationship between the Load, Shear & Moment Diagram, • Draw the Shear and Moment Diagrams, • If Any, Locate the Position of the Point of Zero Shear, Point of Inflection and magnitude & location of the maximum moment. -L2 B
W1 W2 A SET (1) L1 3 m L2 4m P1 5 KN P2 6 KN W1 7 KN/m PROB 02 W2 6 KN/m Support Reactions, Shear and Moment Equations. For the last segment use the FBD of the right section, • Shear and Moment Ordinates, use Relationship between the Load, Shear & Moment Diagram, • Draw the Shear and Moment Diagrams, • If Any, Locate the Position of the Point of Zero Shear, Point of Inflection and magnitude & location of the maximum moment. -L2 B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
minimum of 3 decimal places
![W1
A
SET
(1)
L1
3 m
B
L2
4m
P1
5 KN
P2
6 KN
W1
7 KN/m
PROB 02
W2
6 KN/m
Support Reactions,
Shear and Moment Equations. For the last segment use
the FBD of the right section,
Shear and Moment Ordinates, use Relationship between
the Load, Shear & Moment Diagram,
Draw the Shear and Moment Diagrams,
• If Any, Locate the Position of the Point of Zero Shear, Point
of Inflection and magnitude & location of the maximum
moment.
Im
W2
-L1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3f428821-d57f-4fde-aa69-e98cf1ea8958%2F0efc6675-7f9e-4ce6-9bcf-8f76c863ede8%2Fyrr94p9_processed.png&w=3840&q=75)
Transcribed Image Text:W1
A
SET
(1)
L1
3 m
B
L2
4m
P1
5 KN
P2
6 KN
W1
7 KN/m
PROB 02
W2
6 KN/m
Support Reactions,
Shear and Moment Equations. For the last segment use
the FBD of the right section,
Shear and Moment Ordinates, use Relationship between
the Load, Shear & Moment Diagram,
Draw the Shear and Moment Diagrams,
• If Any, Locate the Position of the Point of Zero Shear, Point
of Inflection and magnitude & location of the maximum
moment.
Im
W2
-L1
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