9.11 For the truss of Problem 8.51, determine the maximum tensile and compressive axial forces in member DI due to a concentrated live load of 40 k, a uniformly distributed live load of 4 k/ft, and a uniformly distributed dead load of 2 k/ft. A H B FIG.P8.51 X X -K C D 6 panels at 16 ft = 96 ft L E F G 14 ft 8 ft 12 ft
9.11 For the truss of Problem 8.51, determine the maximum tensile and compressive axial forces in member DI due to a concentrated live load of 40 k, a uniformly distributed live load of 4 k/ft, and a uniformly distributed dead load of 2 k/ft. A H B FIG.P8.51 X X -K C D 6 panels at 16 ft = 96 ft L E F G 14 ft 8 ft 12 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![9.11 For the truss of Problem 8.51, determine the maximum
tensile and compressive axial forces in member DI due to a
concentrated live load of 40 k, a uniformly distributed live load
of 4 k/ft, and a uniformly distributed dead load of 2 k/ft.
A
H
B
FIG. P8.51
K
C
D
6 panels at 16 ft = 96 ft-
E F
G
14 ft
8 ft
12 ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8ebee747-9a94-438b-80c8-0b3b296e8c92%2Fd1e1a497-4737-4cb5-8d1c-53a1d3ce0f6a%2Ft9pc6dl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:9.11 For the truss of Problem 8.51, determine the maximum
tensile and compressive axial forces in member DI due to a
concentrated live load of 40 k, a uniformly distributed live load
of 4 k/ft, and a uniformly distributed dead load of 2 k/ft.
A
H
B
FIG. P8.51
K
C
D
6 panels at 16 ft = 96 ft-
E F
G
14 ft
8 ft
12 ft
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