Test data on the bending strength of construction wood poles of various diameter are presented below assuming the same length. Kip- 1000 lbf. Using the following data with 2nd order Newton polynomial interpolation, we want to determine the strength of the material for x=4.3 in. Which data point will be used as o? After you found co. enter the value of x-xoin the solution. Answer shall be in one decimal place.
Test data on the bending strength of construction wood poles of various diameter are presented below assuming the same length. Kip- 1000 lbf. Using the following data with 2nd order Newton polynomial interpolation, we want to determine the strength of the material for x=4.3 in. Which data point will be used as o? After you found co. enter the value of x-xoin the solution. Answer shall be in one decimal place.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Test data on the bending strength of construction wood poles of
various diameter are presented below assuming the same length.
Kip- 1000 lbf. Using the following data with 2nd order Newton
polynomial interpolation, we want to determine the strength of the
material for x=4.3 in. Which data point will be used as ao? After
you found o, enter the value of x-aoin the solution. Answer shall
be in one decimal place.
Distance
(in)
Strength
(kips)
1.4
100
1.2
200
8.4
300
1.6
400
5.7
500](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0f74ed4c-5ca2-4968-8a84-6d250824f7ab%2Fc4c61d14-00fe-4b79-9eca-5222e968255f%2Ftuahchn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Test data on the bending strength of construction wood poles of
various diameter are presented below assuming the same length.
Kip- 1000 lbf. Using the following data with 2nd order Newton
polynomial interpolation, we want to determine the strength of the
material for x=4.3 in. Which data point will be used as ao? After
you found o, enter the value of x-aoin the solution. Answer shall
be in one decimal place.
Distance
(in)
Strength
(kips)
1.4
100
1.2
200
8.4
300
1.6
400
5.7
500
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