The wood beam has a rectangular cross section in the proportion shown. The allowable bending stress is s =10 MPa. 500 N/m 1.5 b B - x m 2 m 2 m Calculate the centroid of the cross section of the beam (1.5b, 1.5b] O (1.5b/2), (1.5b/2)] O (0.(1.5b/2)] (0,0) O (1.5b/2), 0] O (0, 1.5b)
The wood beam has a rectangular cross section in the proportion shown. The allowable bending stress is s =10 MPa. 500 N/m 1.5 b B - x m 2 m 2 m Calculate the centroid of the cross section of the beam (1.5b, 1.5b] O (1.5b/2), (1.5b/2)] O (0.(1.5b/2)] (0,0) O (1.5b/2), 0] O (0, 1.5b)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The wood beam has a rectangular cross section in the proportion shown.
The allowable bending stress iss =10 MPa.
500 N/m
1.5 b
OB
- x m
2 m
2 m
Calculate the centroid of the cross section of the beam
O (1.5b, 1.5b]
O (1.5b/2), (1.5b/2)]
O (0.(1.5b/2)]
O (0,0)
[(1.5b/2), 0]
O (0, 1.5b)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc56c96d8-7ab4-4a7a-8da6-7a37813310f6%2F4072ec97-40b0-43bf-9179-85f505a667bc%2Fsnslx2j_processed.png&w=3840&q=75)
Transcribed Image Text:The wood beam has a rectangular cross section in the proportion shown.
The allowable bending stress iss =10 MPa.
500 N/m
1.5 b
OB
- x m
2 m
2 m
Calculate the centroid of the cross section of the beam
O (1.5b, 1.5b]
O (1.5b/2), (1.5b/2)]
O (0.(1.5b/2)]
O (0,0)
[(1.5b/2), 0]
O (0, 1.5b)
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