A 15-meter long beam-tank assembly supports the loading shown in addition to its weight, which is a uniform distributed load of 800 N per meter. The beam has integrated into it a cylindrical tank, and the cross-section details for the beam-tank assembly are shown on the next page. The tank has an outer diameter of 166 mm and an inner diameter of 152 mm. The substance inside the tank has a gage pressure of 320 kPa. The pin in the pin-connection is located 60 mm up from the bottom of the beam. Determine the internal forces (V, N, & M) at the centroid of a section taken 8 m TO THE RIGHT OF THE LEFT END OF THE BEAM (4 m to the right of point A). 40 kN- A B 13 78 KN
A 15-meter long beam-tank assembly supports the loading shown in addition to its weight, which is a uniform distributed load of 800 N per meter. The beam has integrated into it a cylindrical tank, and the cross-section details for the beam-tank assembly are shown on the next page. The tank has an outer diameter of 166 mm and an inner diameter of 152 mm. The substance inside the tank has a gage pressure of 320 kPa. The pin in the pin-connection is located 60 mm up from the bottom of the beam. Determine the internal forces (V, N, & M) at the centroid of a section taken 8 m TO THE RIGHT OF THE LEFT END OF THE BEAM (4 m to the right of point A). 40 kN- A B 13 78 KN
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter8: Centroids And Distributed Loads
Section: Chapter Questions
Problem 8.100P: The cylindrical water tank with R = 10 ft and H = 1.6 ft has thin steel walls of uniform thickness...
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![A 15-meter long beam-tank assembly supports the loading shown in addition to its weight, which is a
uniform distributed load of 800 N per meter. The beam has integrated into it a cylindrical tank, and the
cross-section details for the beam-tank assembly are shown on the next page.
The tank has an outer diameter of 166 mm and an inner diameter of 152 mm.
The substance inside the tank has a gage pressure of 320 kPa.
The pin in the pin-connection is located 60 mm up from the bottom of the beam.
Determine the internal forces (V, N, & M) at the centroid of a section taken 8 m TO THE RIGHT OF THE LEFT
END OF THE BEAM (4 m to the right of point A).
40 KN
4 m
O
A
8m
3 m
12
13
78 KN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd30ea730-ba6b-4d49-90df-80ffc6e77ea4%2F39fcaf6d-34bf-4f11-b162-deef47f31734%2Fhsnxa9t_processed.png&w=3840&q=75)
Transcribed Image Text:A 15-meter long beam-tank assembly supports the loading shown in addition to its weight, which is a
uniform distributed load of 800 N per meter. The beam has integrated into it a cylindrical tank, and the
cross-section details for the beam-tank assembly are shown on the next page.
The tank has an outer diameter of 166 mm and an inner diameter of 152 mm.
The substance inside the tank has a gage pressure of 320 kPa.
The pin in the pin-connection is located 60 mm up from the bottom of the beam.
Determine the internal forces (V, N, & M) at the centroid of a section taken 8 m TO THE RIGHT OF THE LEFT
END OF THE BEAM (4 m to the right of point A).
40 KN
4 m
O
A
8m
3 m
12
13
78 KN
![For a point "D" that is located on the outer edge of the
tank (as shown on the cross section), on section d-d
that is 8 meters to the right of the left end of the beam
(4 meters to the right of point "A"),
determine the,
(a)
principal stresses (in MPa)
(b) maximum in-plan shear stress (in MPa)
(c) principal angle (in degrees)
40 mm
240 mm
20 mm
20
mm
200 mm
150 mm
D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd30ea730-ba6b-4d49-90df-80ffc6e77ea4%2F39fcaf6d-34bf-4f11-b162-deef47f31734%2Fdscob0o_processed.png&w=3840&q=75)
Transcribed Image Text:For a point "D" that is located on the outer edge of the
tank (as shown on the cross section), on section d-d
that is 8 meters to the right of the left end of the beam
(4 meters to the right of point "A"),
determine the,
(a)
principal stresses (in MPa)
(b) maximum in-plan shear stress (in MPa)
(c) principal angle (in degrees)
40 mm
240 mm
20 mm
20
mm
200 mm
150 mm
D
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