E m = 20 j= 12 m< 2j - 3 (a) Internally Unstable m = 26 j= 15 m< 2j – 3 ANDA G (e) Internally Unstable E B. E m = 21 j= 12 m = 2j -3 (b) Internally Stable m = 27 j= 15 m = 2j - 3 B E m = 25 j= 12 m> 2j -3 () Internally Stable (c) Internally Stable D. G B E A m = 23 j= 12 m> 2-3 m = 16 j= 10 m< 2j - 3 m = 17. j= 10 m = 2j - 3 (d) Internally Unstable (g) Internally Unstable (h) Internally Stable FIG. 4.12
E m = 20 j= 12 m< 2j - 3 (a) Internally Unstable m = 26 j= 15 m< 2j – 3 ANDA G (e) Internally Unstable E B. E m = 21 j= 12 m = 2j -3 (b) Internally Stable m = 27 j= 15 m = 2j - 3 B E m = 25 j= 12 m> 2j -3 () Internally Stable (c) Internally Stable D. G B E A m = 23 j= 12 m> 2-3 m = 16 j= 10 m< 2j - 3 m = 17. j= 10 m = 2j - 3 (d) Internally Unstable (g) Internally Unstable (h) Internally Stable FIG. 4.12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Classify each of the plane trusses shown in Fig. 4.12 as internally stable or unstable
![E
m = 20 j= 12 m< 2j - 3
(a) Internally Unstable
m = 26 j= 15 m< 2j – 3
ANDA
G
(e) Internally Unstable
E
B.
E
m = 21 j= 12 m = 2j -3
(b) Internally Stable
m = 27 j= 15 m = 2j - 3
B
E
m = 25 j= 12 m> 2j -3
() Internally Stable
(c) Internally Stable
D.
G
B
E
A
m = 23 j= 12 m> 2-3
m = 16 j= 10 m< 2j - 3
m = 17. j= 10 m = 2j - 3
(d) Internally Unstable
(g) Internally Unstable
(h) Internally Stable
FIG. 4.12](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1e8db015-ecad-4477-a965-aea017442739%2F5a0bdd53-8c1a-48ef-9575-a4edf84a4a68%2Fnb1g1w5h_processed.jpeg&w=3840&q=75)
Transcribed Image Text:E
m = 20 j= 12 m< 2j - 3
(a) Internally Unstable
m = 26 j= 15 m< 2j – 3
ANDA
G
(e) Internally Unstable
E
B.
E
m = 21 j= 12 m = 2j -3
(b) Internally Stable
m = 27 j= 15 m = 2j - 3
B
E
m = 25 j= 12 m> 2j -3
() Internally Stable
(c) Internally Stable
D.
G
B
E
A
m = 23 j= 12 m> 2-3
m = 16 j= 10 m< 2j - 3
m = 17. j= 10 m = 2j - 3
(d) Internally Unstable
(g) Internally Unstable
(h) Internally Stable
FIG. 4.12
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