1. Strain Gage Rosettes & Principal Stresses-The Cantilever Beam A strain gage experiment was conducted using the tungsten simple cantilever beam shown in the figure. A load was applied at end of the beam and strains from a rectangular strain gage rosette mounted on the top were recorded as follows: € = 50 με; €g = 300 με; €c = 172 με The strains are also shown in the figure. 7 14 in. 12 in b. EA=50UE DO ER 300μE C. Fixed End Er172UE -1.5 in. (Thickness = 0.125 in) Load End P=6 lbs a. Reduce the rosette data and draw Mohr's strain circle. Show all three gages at their proper locations on Mohr's circle: Determine Poisson's Ratio for the beam material: Determine the elastic modulus for the beam material:
1. Strain Gage Rosettes & Principal Stresses-The Cantilever Beam A strain gage experiment was conducted using the tungsten simple cantilever beam shown in the figure. A load was applied at end of the beam and strains from a rectangular strain gage rosette mounted on the top were recorded as follows: € = 50 με; €g = 300 με; €c = 172 με The strains are also shown in the figure. 7 14 in. 12 in b. EA=50UE DO ER 300μE C. Fixed End Er172UE -1.5 in. (Thickness = 0.125 in) Load End P=6 lbs a. Reduce the rosette data and draw Mohr's strain circle. Show all three gages at their proper locations on Mohr's circle: Determine Poisson's Ratio for the beam material: Determine the elastic modulus for the beam material:
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
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Problem 2.6.12P: Plastic bar of diameter d = 32 mm is compressed in a testing device by a Force P = 190 N that is...
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![1.
Strain Gage Rosettes & Principal Stresses-The Cantilever Beam
A strain gage experiment was conducted using the tungsten simple cantilever beam
shown in the figure. A load was applied at end of the beam and strains from a rectangular strain
gage rosette mounted on the top were recorded as follows:
€ = 50 με; €g = 300 με; €c = 172 με
The strains are also shown in the figure.
14 in.
b.
Fixed End
C₂
EA-50UE
-
E172UE
ER=300μLE
12 in (Thickness
= 0.125 in)
1.5 in.
Load End
P=6 lbs
a.
Reduce the rosette data and draw Mohr's strain circle.
Show all three gages at their proper locations on Mohr's circle:
Determine Poisson's Ratio for the beam material:
Determine the elastic modulus for the beam material:
Continue calculations on back of sheet or other paper if necessary, BOX YOUR ANSWERS, PLEASE!!](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Faf83792c-9f61-4183-8e77-2a4339a8a918%2F399849ad-e555-4329-b210-96dd42aec9f6%2Fbsnyama_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1.
Strain Gage Rosettes & Principal Stresses-The Cantilever Beam
A strain gage experiment was conducted using the tungsten simple cantilever beam
shown in the figure. A load was applied at end of the beam and strains from a rectangular strain
gage rosette mounted on the top were recorded as follows:
€ = 50 με; €g = 300 με; €c = 172 με
The strains are also shown in the figure.
14 in.
b.
Fixed End
C₂
EA-50UE
-
E172UE
ER=300μLE
12 in (Thickness
= 0.125 in)
1.5 in.
Load End
P=6 lbs
a.
Reduce the rosette data and draw Mohr's strain circle.
Show all three gages at their proper locations on Mohr's circle:
Determine Poisson's Ratio for the beam material:
Determine the elastic modulus for the beam material:
Continue calculations on back of sheet or other paper if necessary, BOX YOUR ANSWERS, PLEASE!!
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