A X1 1 m В W 1 м -X2
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Question
![Consider a beam supported by a pin and at A and roller at B subjected to uniform distributed load
w=300 N/m. If the expression of elastic curve for coordinates x1 and x2 are written as follow:
V₁00=1/El [ax³+ Clx+ C2]
V₂ (x)=1/El (bx4 + C3x + C4]
Determine the reactions at the supports, the expressions of internal bending moments and the
constants C1, C2, C3 and C4.
By =
M1 =>
M2-
CL=
(2-
150 downward 100 downward 100 upward
250 upward 500 downward
450 upward
-50x
-150 x^2
-150x
-50 x
-50 50 25
16.67 8.33 0
1m
100-80 50
-50 x^2
-100 x^2
-16,67 -68.7 -87.5
W
1m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa232d3cd-71fc-48bd-bfaf-4ede6c5551cb%2F5002239b-f957-45b5-9488-da1f469e0ee1%2Fx5bf0yj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Consider a beam supported by a pin and at A and roller at B subjected to uniform distributed load
w=300 N/m. If the expression of elastic curve for coordinates x1 and x2 are written as follow:
V₁00=1/El [ax³+ Clx+ C2]
V₂ (x)=1/El (bx4 + C3x + C4]
Determine the reactions at the supports, the expressions of internal bending moments and the
constants C1, C2, C3 and C4.
By =
M1 =>
M2-
CL=
(2-
150 downward 100 downward 100 upward
250 upward 500 downward
450 upward
-50x
-150 x^2
-150x
-50 x
-50 50 25
16.67 8.33 0
1m
100-80 50
-50 x^2
-100 x^2
-16,67 -68.7 -87.5
W
1m
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