12m L00 mm 100 mm The segment AB of the steel torsion bar is a cylindrical tube of constant 2-mm wall thickness. Segment BC is a square tube with a constant wall thickness of 3mm. The outer dimensions of the cross sections are shown in the figure. The tubes are attached to a rigid bracket at B, which is loaded by a couple formed by the forces P. Determine the largest value of P if the shear stress in either tube is limited to 60 MPa. -=3 mm 1.2 m 80 mm 300mm -=2 mm
12m L00 mm 100 mm The segment AB of the steel torsion bar is a cylindrical tube of constant 2-mm wall thickness. Segment BC is a square tube with a constant wall thickness of 3mm. The outer dimensions of the cross sections are shown in the figure. The tubes are attached to a rigid bracket at B, which is loaded by a couple formed by the forces P. Determine the largest value of P if the shear stress in either tube is limited to 60 MPa. -=3 mm 1.2 m 80 mm 300mm -=2 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1.2 m
100 mm
The segment AB of the steel torsion bar is a cylindrical tube of constant 2-mm wall thickness.
Segment BC is a square tube with a constant wall thickness of 3mm. The outer dimensions of the
cross sections are shown in the figure. The tubes are attached to a rigid bracket at B, which is loaded
by a couple formed by the forces P. Determine the largest value of P if the shear stress in either
tube is limited to 60 MPa.
f100 mm
-1 = 3 mm
1.2m
80 mm
300 mm
t= 2 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff183174a-9785-4ec6-8de1-3c9106da0f8e%2Fd1bd20d2-ba48-4b5a-a28c-0dba8c7f835b%2Fcsvpuvp_processed.png&w=3840&q=75)
Transcribed Image Text:1.2 m
100 mm
The segment AB of the steel torsion bar is a cylindrical tube of constant 2-mm wall thickness.
Segment BC is a square tube with a constant wall thickness of 3mm. The outer dimensions of the
cross sections are shown in the figure. The tubes are attached to a rigid bracket at B, which is loaded
by a couple formed by the forces P. Determine the largest value of P if the shear stress in either
tube is limited to 60 MPa.
f100 mm
-1 = 3 mm
1.2m
80 mm
300 mm
t= 2 mm
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