Es=200 GPa and Et=30 GPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Es=200 GPa and Et=30 GPa
![Beam Two: [FIlange Steel, Web = Timber]
The second beam to consider has a steel flange and a timber web. Note that the cross-section is no longer a single material. To perform a
stress analysis, we will use the transformed section approach.
Steel
Timber
The dimensions are as given earlier.
In your analysis, convert the steel flange tó an equivalent amount of timber. The transformation factor in this case is given by:
Es
72](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fee430718-51bf-4d9d-9353-e07435edb5c2%2F59cbeb9f-02f2-4222-abde-146d06774dfa%2Fd8stvji_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Beam Two: [FIlange Steel, Web = Timber]
The second beam to consider has a steel flange and a timber web. Note that the cross-section is no longer a single material. To perform a
stress analysis, we will use the transformed section approach.
Steel
Timber
The dimensions are as given earlier.
In your analysis, convert the steel flange tó an equivalent amount of timber. The transformation factor in this case is given by:
Es
72
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