E = 200 GPa, w = 16kN/m, P= 16kN and M = 24kNm, L₁ = 3m, L₂=5, L3 = 2m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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really really need asap please
![The beam supports the loads as shown in the figure.
Using
E = 200 GPa,
w = 16kN/m,
P= 16kN and
M = 24kNm,
L₁ = 3m, L₂ = 5, L3= 2m and a=35mm.
Find,
a. Locate the centroid and centroidal moment of Inertia
b. If w is spread over L₁ and L2, and P and M are interchanged, determine the midspan EI8
and deflection by moment - area method
Strictly show all of the free body diagrams used upon solving the problem. Complete solution is
a must.
4a
P
W
A/O
B
M
D
L3-
-x 10a
7a
a](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F44011d36-6a09-4cef-942c-30636ac1a52b%2F219ba4ed-5e0d-44c2-b33e-de85ccc2bcca%2F73jqxqk_processed.png&w=3840&q=75)
Transcribed Image Text:The beam supports the loads as shown in the figure.
Using
E = 200 GPa,
w = 16kN/m,
P= 16kN and
M = 24kNm,
L₁ = 3m, L₂ = 5, L3= 2m and a=35mm.
Find,
a. Locate the centroid and centroidal moment of Inertia
b. If w is spread over L₁ and L2, and P and M are interchanged, determine the midspan EI8
and deflection by moment - area method
Strictly show all of the free body diagrams used upon solving the problem. Complete solution is
a must.
4a
P
W
A/O
B
M
D
L3-
-x 10a
7a
a
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