Consider the statically indeterminate truss shown in figure. EA is constant. Select the member 3 (BC) to be redundant. Use the force method to determine the bar force of member 3. Note: Support B is roller and support A is pin supports P1=78KN E P2=19KN A=4m a B=8m C=8m b P1 P2 Le- B

Structural Analysis
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Chapter2: Loads On Structures
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Consider the statically indeterminate truss shown in figure. EA is constant. Select the member 3 (BC) to
be redundant. Use the force method to determine the bar force of member 3.
Note: Support B is roller and support A is pin supports
P1=78KN
P2=19KN
P1
A=4m
B=8m
C=8m
$
F5
F6
+
F7
b
圆
P2
F8
uf
O
C
X
F9
B
35°C Mostly sum
019
Transcribed Image Text:Consider the statically indeterminate truss shown in figure. EA is constant. Select the member 3 (BC) to be redundant. Use the force method to determine the bar force of member 3. Note: Support B is roller and support A is pin supports P1=78KN P2=19KN P1 A=4m B=8m C=8m $ F5 F6 + F7 b 圆 P2 F8 uf O C X F9 B 35°C Mostly sum 019
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