The columns have the cross sectional areas as shown in the given frame using the cantilever method of analysis.
The columns have the cross sectional areas as shown in the given frame using the cantilever method of analysis.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![The columns have the cross sectional areas
as shown in the given frame using the
cantilever method of analysis.
80 kN
P.
mL
K
100 kN
6 mE
F
6 m
4 m
8 m
A-6250
mm?
A,=5000 A-3750
mm2
A6250
mm
mm?
O Compute the centroid of the columns
cross sectional areas from A.
O Compute the horizontal shear at section
N.
O Compute the reaction of column at D.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5cbcb14f-1fdd-4775-a198-d70191533f0d%2F6c44fda0-9bef-4703-ad1d-87c431fcda75%2Fxjyct7m_processed.png&w=3840&q=75)
Transcribed Image Text:The columns have the cross sectional areas
as shown in the given frame using the
cantilever method of analysis.
80 kN
P.
mL
K
100 kN
6 mE
F
6 m
4 m
8 m
A-6250
mm?
A,=5000 A-3750
mm2
A6250
mm
mm?
O Compute the centroid of the columns
cross sectional areas from A.
O Compute the horizontal shear at section
N.
O Compute the reaction of column at D.
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