Ans. ốc - PL U2 L/2 Anc I 48EI PLU4 M- diag
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![2. Determine the deflection of the following using Area- Moment Method. Use the conventional
moment diagram below. Do not use moment-diagram by parts.
a)
Ans.
ốc - Pa (3Lx - 3x² - a* )
Anc I
6EI
tangent at C
P(a)
P(a)
M- diag.
Aac = 1/EI(Area of M-diag from A to C about A)
= deviation of A with respect to a tangent drawn at C
ốc = Aạc
b)
Ans.
ốc - PL
L/2
L/2
Anc I
48EI
x-L/2
PLI4
M- diag](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdaf40a82-de95-49b9-9826-3452d7397682%2Fdfef61ae-900b-4f3e-b963-2a06cee67c59%2Ft0q04ae_processed.png&w=3840&q=75)
Transcribed Image Text:2. Determine the deflection of the following using Area- Moment Method. Use the conventional
moment diagram below. Do not use moment-diagram by parts.
a)
Ans.
ốc - Pa (3Lx - 3x² - a* )
Anc I
6EI
tangent at C
P(a)
P(a)
M- diag.
Aac = 1/EI(Area of M-diag from A to C about A)
= deviation of A with respect to a tangent drawn at C
ốc = Aạc
b)
Ans.
ốc - PL
L/2
L/2
Anc I
48EI
x-L/2
PLI4
M- diag
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