Determine the bending moment diagram of the frame shown in Figure 3 using the Force Method. Consider the member force of CE as redundant. Note that member CE is a pin ended member and hence, can only carry load axially. Given, the El of members ABCD is 10³ kNm² and the EA of member CE is 104 kN. a) Solving for redundant force. b) Drawing bending moment diagrams. www. 3 m 20 kN 30 kN/m EI D 5m 40 kN A ΕΙ B ں EA E Figure 3 EI 2m * 3 m

Structural Analysis
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Chapter2: Loads On Structures
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Determine the bending moment diagram of the frame shown in Figure 3 using the Force Method.
Consider the member force of CE as redundant. Note that member CE is a pin ended member and hence, can
only carry load axially. Given, the El of members ABCD is 105 kNm² and the EA of member CE is 104 kN.
a) Solving for redundant force.
b) Drawing bending moment diagrams.
A
3 m
20 kN
30 kN/m
EI
D
5m
40 kN
EI
B
C
EA
E
Figure 3
EI
2 m
3 m
Transcribed Image Text:Determine the bending moment diagram of the frame shown in Figure 3 using the Force Method. Consider the member force of CE as redundant. Note that member CE is a pin ended member and hence, can only carry load axially. Given, the El of members ABCD is 105 kNm² and the EA of member CE is 104 kN. a) Solving for redundant force. b) Drawing bending moment diagrams. A 3 m 20 kN 30 kN/m EI D 5m 40 kN EI B C EA E Figure 3 EI 2 m 3 m
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