The timber member of Example 1 is used as a simply supported beam on a 16-ft span carrying a uniformly distributed line load of 400 lb/ft as shown below. Calculate the maximum induced bending stress. Neglect the weight of the beam. 400 lb/ft 16' h = 11.5" b = 7.5" X- X Centroidal axis and neutral axis 0 Example 1 - Bending Stress 2 ksi N 6 in. 2 ksi 6 in. 6 in. A

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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The timber member of Example 1 is used as a simply supported beam on
a 16-ft span carrying a uniformly distributed line load of 400 lb/ft as
shown below. Calculate the maximum induced bending stress. Neglect
the weight of the beam.
400 lb/ft
16'
h = 11.5"
b = 7.5"
X-
X
Centroidal axis and
neutral axis
0
Transcribed Image Text:The timber member of Example 1 is used as a simply supported beam on a 16-ft span carrying a uniformly distributed line load of 400 lb/ft as shown below. Calculate the maximum induced bending stress. Neglect the weight of the beam. 400 lb/ft 16' h = 11.5" b = 7.5" X- X Centroidal axis and neutral axis 0
Example 1 - Bending Stress
2 ksi
N
6 in.
2 ksi
6 in.
6 in.
A
Transcribed Image Text:Example 1 - Bending Stress 2 ksi N 6 in. 2 ksi 6 in. 6 in. A
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