An I-section beam ABC has a constant EI and is loaded as shown in the figure below. This beam has a fixed support at the right while the left support is a guided roller. For the given beam and loading conditions, provide or determine the following: A. Free body diagram with a loading diagram suitable for the Macauley moment expression The boundary conditions at point A & point C The moment reaction at A B. C. D. E. F. G. The constants of integration C₁ and C₂ The moment reaction at C The vertical force reaction at C The deflection at point A in terms of w, L & EI +y +x L/2 B (0) @[² L/2
An I-section beam ABC has a constant EI and is loaded as shown in the figure below. This beam has a fixed support at the right while the left support is a guided roller. For the given beam and loading conditions, provide or determine the following: A. Free body diagram with a loading diagram suitable for the Macauley moment expression The boundary conditions at point A & point C The moment reaction at A B. C. D. E. F. G. The constants of integration C₁ and C₂ The moment reaction at C The vertical force reaction at C The deflection at point A in terms of w, L & EI +y +x L/2 B (0) @[² L/2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Hi, please try to answer all the items. I'll upvote if you do. Also, the asnwers for B, E, F, and G can be inputted on the second picture.
Transcribed Image Text:An I-section beam ABC has a constant EI and is loaded as shown in the figure below. This beam has a fixed
support at the right while the left support is a guided roller.
For the given beam and loading conditions, provide or determine the following:
A.
B.
C.
D.
E.
F.
G.
Free body diagram with a loading diagram
suitable for the Macauley moment expression
The boundary conditions at point A & point C
The moment reaction at A
The constants of integration C₁ and C₂
The moment reaction at C
The vertical force reaction at C
The deflection at point A in terms of w, L & EI
+y
+x
L/2
B
(0)
@L²
L/2
C
Transcribed Image Text:B: MA=
E: Mc
F:
G:
Rc
ΔΑ
•|•
• 1 •
)xwI²
JxwL²
xwL
wL4
EI
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