6 kip A 50 in. 2 kip B2 kip 75 in. 60 in. - C 3 kip D 1 kip Provide the internal normal force diagram for the figure above with the following modifications: - Change the 3-kip force at point C to 7.2 kip. Remove the 6-kip force at point A and replace it with a support (i.e., the column is attached to a wall at point A; you will need to solve for the reaction at point A).
6 kip A 50 in. 2 kip B2 kip 75 in. 60 in. - C 3 kip D 1 kip Provide the internal normal force diagram for the figure above with the following modifications: - Change the 3-kip force at point C to 7.2 kip. Remove the 6-kip force at point A and replace it with a support (i.e., the column is attached to a wall at point A; you will need to solve for the reaction at point A).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:6 kip
A
-50 in.
2 kip
B2 kip
75 in.
60 in.
с 3 kip
D
1 kip
Provide the internal normal force diagram for the figure above with the following
modifications:
Change the 3-kip force at point C to 7.2 kip. Remove the 6-kip force at point A and replace it
with a support (i.e., the column is attached to a wall at point A; you will need to solve for the
reaction at point A).
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