depin a simple span beam of 8 m in length with overhang. a uniform load of 12.0 KN/m and its own wieght of allowable bending and shearing stresses are 12.6 I respectively.. assume b to 2/3 of depth Check flexure and shear capcity.
depin a simple span beam of 8 m in length with overhang. a uniform load of 12.0 KN/m and its own wieght of allowable bending and shearing stresses are 12.6 I respectively.. assume b to 2/3 of depth Check flexure and shear capcity.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Design the width of a wooden beam if the depth is 380 mm, consider
a simple span beam of 8 m in length with overhang. The beam carries
a uniform load of 12.0 KN/m and its own wieght of 7.5 KN/m³, Its
allowable bending and shearing stresses are 12.6 MPa and 0.85 MPa
respectively.. assume b to 2/3 of depth
Check flexure and shear capcity.
b
=
12 KN/m
?
6 m
d =
2 m
380 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd9c524e9-79a9-457c-8820-622a68640365%2Fa62b9141-8c7d-44ea-9701-731afc2e9162%2Fs80sfri_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Design the width of a wooden beam if the depth is 380 mm, consider
a simple span beam of 8 m in length with overhang. The beam carries
a uniform load of 12.0 KN/m and its own wieght of 7.5 KN/m³, Its
allowable bending and shearing stresses are 12.6 MPa and 0.85 MPa
respectively.. assume b to 2/3 of depth
Check flexure and shear capcity.
b
=
12 KN/m
?
6 m
d =
2 m
380 mm
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