Answer: X1=79.53 KN.m X2=67.43 KN.m X3 91.20 kN·m RAY= 401.84 kN (upward) RDY=51.16 kN (downward) moment X₁ A moment x2 16 KNM B moment ↑ X3 RAY 75 KN 80kNm C Reactions D A A Roy 5m- 2m* amm * Im 2m- *m* 2m Use the force method to analyse the beam shown in the figure by introducing hinges and Corresponding redundant bending moment at point A, B and C, plot the bending C. moment (M) a shear force (V) diagrams for the loading Shown. Then look at the "X"'s in the diagram and "R"'s, for more information.
Answer: X1=79.53 KN.m X2=67.43 KN.m X3 91.20 kN·m RAY= 401.84 kN (upward) RDY=51.16 kN (downward) moment X₁ A moment x2 16 KNM B moment ↑ X3 RAY 75 KN 80kNm C Reactions D A A Roy 5m- 2m* amm * Im 2m- *m* 2m Use the force method to analyse the beam shown in the figure by introducing hinges and Corresponding redundant bending moment at point A, B and C, plot the bending C. moment (M) a shear force (V) diagrams for the loading Shown. Then look at the "X"'s in the diagram and "R"'s, for more information.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
I got these answers for the question. Could you please solve and compute them yourself. And double check if you get the same as me. Appreciate your time!. Kindly read the question image. And with each step please read my final answers and clarify for me.
Transcribed Image Text:Answer:
X1=79.53 KN.m
X2=67.43 KN.m
X3 91.20 kN·m
RAY= 401.84 kN (upward)
RDY=51.16 kN (downward)
Transcribed Image Text:moment
X₁
A
moment
x2
16 KNM B
moment
↑
X3
RAY
75 KN
80kNm
C
Reactions
D
A
A Roy
5m-
2m*
amm * Im
2m-
*m*
2m
Use the force method to analyse the beam shown in the
figure by introducing hinges and Corresponding redundant
bending moment at point A, B and C, plot the bending
C.
moment (M) a shear force (V) diagrams for the
loading Shown. Then look at the "X"'s in the diagram and
"R"'s, for more information.
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