In the structure shown, an 9-mm-diameter pin is used at 4, and 12-mm-diameter pins are used at B and D. Knowing that the ultimate shearing stress is 250 MPa at all connections and that the ultimate normal stress is 450 MPa in each of the two links joining B and D, determine the allowable load P if an overall factor of safety of 1.2 is desired. Assume link ABC to be rigid. Top view 330 All dimensions are in mm 390 22 B 20 T# 22 Front view D Side view P= kN X
In the structure shown, an 9-mm-diameter pin is used at 4, and 12-mm-diameter pins are used at B and D. Knowing that the ultimate shearing stress is 250 MPa at all connections and that the ultimate normal stress is 450 MPa in each of the two links joining B and D, determine the allowable load P if an overall factor of safety of 1.2 is desired. Assume link ABC to be rigid. Top view 330 All dimensions are in mm 390 22 B 20 T# 22 Front view D Side view P= kN X
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![In the structure shown, an 9-mm-diameter pin is used at 4, and 12-mm-diameter pins are used at B and D. Knowing that the
ultimate shearing stress is 250 MPa at all connections and that the ultimate normal stress is 450 MPa in each of the two links
joining B and D, determine the allowable load P if an overall factor of safety of 1.2 is desired. Assume link ABC to be rigid.
Top view
330
B
All dimensions are in mm
D
390
20--
Front view
22
00
22
D
Side view
P =
kN
X](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5a296f08-4bc3-4e8e-88af-be087b1bf4ef%2F5dab1f28-fc70-45a6-b14f-0e3c7731c29d%2Fjwi4ohr_processed.png&w=3840&q=75)
Transcribed Image Text:In the structure shown, an 9-mm-diameter pin is used at 4, and 12-mm-diameter pins are used at B and D. Knowing that the
ultimate shearing stress is 250 MPa at all connections and that the ultimate normal stress is 450 MPa in each of the two links
joining B and D, determine the allowable load P if an overall factor of safety of 1.2 is desired. Assume link ABC to be rigid.
Top view
330
B
All dimensions are in mm
D
390
20--
Front view
22
00
22
D
Side view
P =
kN
X
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