A WT305 x 41 standard steel shape is used to support the loads shown on the beam in Figure below: The dimensions from the top and bottom of the shape to the neutral axis are shown on the sketch of the cross section. Consider the entire 10-m length of the beam and determine: (a) the maximum tension bending stress at any location along the beam. (b) the maximum compression bending stress at any location along the beam. (I=48.7*106 mm4) 12 kN 88.9 mm 10 kN/m 211.1 mm C D 2 m 5 m 3 m WT305×41
A WT305 x 41 standard steel shape is used to support the loads shown on the beam in Figure below: The dimensions from the top and bottom of the shape to the neutral axis are shown on the sketch of the cross section. Consider the entire 10-m length of the beam and determine: (a) the maximum tension bending stress at any location along the beam. (b) the maximum compression bending stress at any location along the beam. (I=48.7*106 mm4) 12 kN 88.9 mm 10 kN/m 211.1 mm C D 2 m 5 m 3 m WT305×41
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![A WT305 x 41 standard steel shape is used to support the loads shown on the beam in
Figure below: The dimensions from the top and bottom of the shape to the neutral axis are
shown on the sketch of the cross section. Consider the entire 10-m length of the beam and
determine:
(a) the maximum tension bending stress at any location along the beam.
(b) the maximum compression bending stress at any location along the beam. (I=48.7*106
mm4)
12 kN
88.9 mm
10 kN/m
211.1 mm
A
B
D
2 m
5 m
3 m
WT305×41](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F77930ee6-5da4-48a2-b008-ad86a837ec52%2F6f194d39-ef46-4841-842c-2fdb04b9c301%2Fk5grwer_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A WT305 x 41 standard steel shape is used to support the loads shown on the beam in
Figure below: The dimensions from the top and bottom of the shape to the neutral axis are
shown on the sketch of the cross section. Consider the entire 10-m length of the beam and
determine:
(a) the maximum tension bending stress at any location along the beam.
(b) the maximum compression bending stress at any location along the beam. (I=48.7*106
mm4)
12 kN
88.9 mm
10 kN/m
211.1 mm
A
B
D
2 m
5 m
3 m
WT305×41
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