Given the following specifications of a standard fink truss: Cross Section of all the Truss Members: 6 in. wide by 3 in. thick [Rectangular] 2 inches Diameter of the Bolt @ A: If the roller reaction at E is equal to (RE= 15.36 kips), determine the following: (i) Tensile stress in the cable supporting the crate. (ii) Axial stress developed in member FC. (iii) Magnitude of the shear stress developed in the bolt at Pin A.
Given the following specifications of a standard fink truss: Cross Section of all the Truss Members: 6 in. wide by 3 in. thick [Rectangular] 2 inches Diameter of the Bolt @ A: If the roller reaction at E is equal to (RE= 15.36 kips), determine the following: (i) Tensile stress in the cable supporting the crate. (ii) Axial stress developed in member FC. (iii) Magnitude of the shear stress developed in the bolt at Pin A.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Given the following specifications of a standard fink truss:
Cross Section of all the Truss Members: 6 in. wide by 3 in. thick [Rectangular]
2 inches
Diameter of the Bolt @ A:
If the roller reaction at E is equal to (RE= 15.36 kips), determine the following:
(i) Tensile stress in the cable supporting the crate.
(ii) Axial stress developed in member FC.
(iii) Magnitude of the shear stress developed in the bolt at Pin A.
(iv) Magnitude of the bearing stress developed @ pin A.
A
Pin A
130⁰
8 kips
10 ft
B
F
4 ft
8 kips
60⁰
dy - 1000.
10 ft
60⁰
G
D
10 ft
30⁰
E](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fff072a7d-17de-4b51-9c55-f2704da35c92%2F65717c4e-5924-4215-a45c-cb90e675d71f%2Fkukqhkf_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Given the following specifications of a standard fink truss:
Cross Section of all the Truss Members: 6 in. wide by 3 in. thick [Rectangular]
2 inches
Diameter of the Bolt @ A:
If the roller reaction at E is equal to (RE= 15.36 kips), determine the following:
(i) Tensile stress in the cable supporting the crate.
(ii) Axial stress developed in member FC.
(iii) Magnitude of the shear stress developed in the bolt at Pin A.
(iv) Magnitude of the bearing stress developed @ pin A.
A
Pin A
130⁰
8 kips
10 ft
B
F
4 ft
8 kips
60⁰
dy - 1000.
10 ft
60⁰
G
D
10 ft
30⁰
E
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