A wooden beam (150mm wide by 300mm deep) is loaded as shown in the figure. The maximum flexural stress developed is 8 MPa. 3m 3m 2m Compute the maximum moment that the beam section can resist. O 24 kN-m O 9 KN-m O 12 kN-m O 18 KN-m
A wooden beam (150mm wide by 300mm deep) is loaded as shown in the figure. The maximum flexural stress developed is 8 MPa. 3m 3m 2m Compute the maximum moment that the beam section can resist. O 24 kN-m O 9 KN-m O 12 kN-m O 18 KN-m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A wooden beam (150mm wide by 300mm deep) is loaded as shown in the figure. The maximum flexural
stress developed is 8 MPa.
3m
3m
2m
Compute the maximum moment that the beam section can resist.
O24 kN m
0 9 KN-mi
O 12 kN m
O 18 kN m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F99439aa3-fa9d-48ed-bbc9-31b4ec2a9413%2F20b91bd0-13bd-4c91-b3e8-1c05afa2b4e7%2Fzhkqbgg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A wooden beam (150mm wide by 300mm deep) is loaded as shown in the figure. The maximum flexural
stress developed is 8 MPa.
3m
3m
2m
Compute the maximum moment that the beam section can resist.
O24 kN m
0 9 KN-mi
O 12 kN m
O 18 kN m
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