Problem 2 E No truss member between D and E Analyze the trusses on the right using the force method. Determine 2 EA 8 kN 12 kN 8 kN support reactions and axial forces in all truss D EA C members. EA 2 m EA 2 EA Note: EA is constant in all members of truss (a); truss (b) uses larger members in CE and EA ::: В 2 m 4 ft BC; choose your own redundant forces 2 m (a) (b) 1000 Ib
Problem 2 E No truss member between D and E Analyze the trusses on the right using the force method. Determine 2 EA 8 kN 12 kN 8 kN support reactions and axial forces in all truss D EA C members. EA 2 m EA 2 EA Note: EA is constant in all members of truss (a); truss (b) uses larger members in CE and EA ::: В 2 m 4 ft BC; choose your own redundant forces 2 m (a) (b) 1000 Ib
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Problem 2
E
No truss member
between D and E
Analyze the trusses on
the right using the force
method. Determine
2 EA
8 kN
12 kN
8 kN
support reactions and
axial forces in all truss
D
EA
C
members.
EA
2 m
EA
2 EA
Note: EA is constant in
all members of truss
(a); truss (b) uses larger
members in CE and
EA
B B
B
4 ft
BC; choose your own
redundant forces
2 m
2 m
(a)
(b)
1000 Ib
us
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