A simply supported beam supports the loads shown. The ground reactions and shear-force diagram are provided. The cross-sectional dimensions of the structural tube shape are also shown. At 7 ft to the left of roller support C, determine the magnitude of the shear stress at point H, which is located d = 2.25 in. below the top surface of the tube shape. The moment of inertia about the z axis is 771.08 n.4. A Units: kips B 7 ft 3.0 kip/ft 25.0 kips 60.60 kips 39.60 -21.00 8 ft 5 ft 15.60 -9.40 C 7 ft 9 ft 36.40 kips 12.00 12.0 kips D 12.00 0.375 in. H 0.375 in. 12 in. 16 in
A simply supported beam supports the loads shown. The ground reactions and shear-force diagram are provided. The cross-sectional dimensions of the structural tube shape are also shown. At 7 ft to the left of roller support C, determine the magnitude of the shear stress at point H, which is located d = 2.25 in. below the top surface of the tube shape. The moment of inertia about the z axis is 771.08 n.4. A Units: kips B 7 ft 3.0 kip/ft 25.0 kips 60.60 kips 39.60 -21.00 8 ft 5 ft 15.60 -9.40 C 7 ft 9 ft 36.40 kips 12.00 12.0 kips D 12.00 0.375 in. H 0.375 in. 12 in. 16 in
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![A simply supported beam supports the loads shown. The ground reactions and shear-force diagram are provided. The cross-sectional
dimensions of the structural tube shape are also shown. At 7 ft to the left of roller support C, determine the magnitude of the shear
stress at point H, which is located d = 2.25 in. below the top surface of the tube shape. The moment of inertia about the z axis is 771.08
in.4.
y
A
Units: kips
B
7 ft
3.0 kip/ft
25.0 kips
60.60 kips
39.60
-21.00
8 ft
5 ft
15.60
-9.40
7 ft
36.40 kips
12.00
9 ft
-24.40 -24.40
12.0 kips
D
12.00
d
0.375 in.
H
K
0.375 in.
12 in.
16 in.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9f607df9-5344-42dd-9242-ffa1e3b49c79%2F49197c2b-1f8c-4b8e-81e4-6af85b93086e%2Fg72my3_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A simply supported beam supports the loads shown. The ground reactions and shear-force diagram are provided. The cross-sectional
dimensions of the structural tube shape are also shown. At 7 ft to the left of roller support C, determine the magnitude of the shear
stress at point H, which is located d = 2.25 in. below the top surface of the tube shape. The moment of inertia about the z axis is 771.08
in.4.
y
A
Units: kips
B
7 ft
3.0 kip/ft
25.0 kips
60.60 kips
39.60
-21.00
8 ft
5 ft
15.60
-9.40
7 ft
36.40 kips
12.00
9 ft
-24.40 -24.40
12.0 kips
D
12.00
d
0.375 in.
H
K
0.375 in.
12 in.
16 in.
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