Please solve problem 11.2 using the **Direct Displacement Method** I need it done specifically this way.
Please solve problem 11.2 using the **Direct Displacement Method** I need it done specifically this way.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Please solve problem 11.2 using the **Direct Displacement
Method** I need it done specifically this way.
P11.1 to P11.7. Analyze each structure by moment distribu-
tion. Determine all reactions and draw the shear and
moment diagrams locating points of inflection and labeling
values of maximum shear and moment in each span. Unless
otherwise noted, EI is constant.
30 kips
PhotoGrid
L
A
1 12 +
w = 3 kN/m
-8 m
127
P11.1
B
P11.2
w = 3.5 kips/ft
i
B
P = 50 kN
-12′——
1.31
-15 m
C
-8 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fce303429-f349-4313-b1b6-39c40e965b05%2Fcdd5c048-819f-4ded-901d-5634ba574833%2Fnra6yb_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Please solve problem 11.2 using the **Direct Displacement
Method** I need it done specifically this way.
P11.1 to P11.7. Analyze each structure by moment distribu-
tion. Determine all reactions and draw the shear and
moment diagrams locating points of inflection and labeling
values of maximum shear and moment in each span. Unless
otherwise noted, EI is constant.
30 kips
PhotoGrid
L
A
1 12 +
w = 3 kN/m
-8 m
127
P11.1
B
P11.2
w = 3.5 kips/ft
i
B
P = 50 kN
-12′——
1.31
-15 m
C
-8 m
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