c) the value of the maximum bending moment in the beam. Enter your answer in kNm to three decimal places. Note: when deriving internal moment equations, use the following orientation of x coordinate: Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep the part of the beam left from the cut. ● • Segment BC: xchanges from a at support B to L at point C, where L = a + b. After making the cut, keep the part of the beam right from the cut, i.e. distance from point C to the cut is equal L-X. Answer: Check d) the maximum normal stress in the cross-section of the beam. Enter the positive value of the stress. Enter your answer in MPa to two decimal places.
c) the value of the maximum bending moment in the beam. Enter your answer in kNm to three decimal places. Note: when deriving internal moment equations, use the following orientation of x coordinate: Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep the part of the beam left from the cut. ● • Segment BC: xchanges from a at support B to L at point C, where L = a + b. After making the cut, keep the part of the beam right from the cut, i.e. distance from point C to the cut is equal L-X. Answer: Check d) the maximum normal stress in the cross-section of the beam. Enter the positive value of the stress. Enter your answer in MPa to two decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
For question c and d
![A steel beam, of lengths a= 6 m and b= 3 m and a hollow box cross section, is supported by a
hinge support A and roller support B, see Figure Q.1. The width and height of the cross section
are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The
beam is under a distributed load of the intensity that linearly varies from q = 0 kN/m to q = 3.1
kN/m for AB span; and is constant with q= 3.1 kN/m for BC span. The Young's modulus of steel
is 200 GPa.
Part A
Calculate:
A
y, v
a
5 mm
200 mm
Figure Q.1
9
S B
300 mm
b
с
X](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8d1b221f-2031-4dad-8663-57682ef5435e%2F9b207123-59af-4004-8604-23b4e9d2fa7f%2Fm30tb88_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A steel beam, of lengths a= 6 m and b= 3 m and a hollow box cross section, is supported by a
hinge support A and roller support B, see Figure Q.1. The width and height of the cross section
are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The
beam is under a distributed load of the intensity that linearly varies from q = 0 kN/m to q = 3.1
kN/m for AB span; and is constant with q= 3.1 kN/m for BC span. The Young's modulus of steel
is 200 GPa.
Part A
Calculate:
A
y, v
a
5 mm
200 mm
Figure Q.1
9
S B
300 mm
b
с
X
![c) the value of the maximum bending moment in the beam. Enter your answer in kNm to three
decimal places.
Note: when deriving internal moment equations, use the following orientation of x coordinate:
• Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep
the part of the beam left from the cut.
• Segment BC: xchanges from a at support B to L at point C, where L = a + b. After making
the cut, keep the part of the beam right from the cut, i.e. distance from point C to the cut
is equal L-x.
Answer:
Check
d) the maximum normal stress in the cross-section of the beam. Enter the positive value of the
stress. Enter your answer in MPa to two decimal places.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8d1b221f-2031-4dad-8663-57682ef5435e%2F9b207123-59af-4004-8604-23b4e9d2fa7f%2Fpy0ltbn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:c) the value of the maximum bending moment in the beam. Enter your answer in kNm to three
decimal places.
Note: when deriving internal moment equations, use the following orientation of x coordinate:
• Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep
the part of the beam left from the cut.
• Segment BC: xchanges from a at support B to L at point C, where L = a + b. After making
the cut, keep the part of the beam right from the cut, i.e. distance from point C to the cut
is equal L-x.
Answer:
Check
d) the maximum normal stress in the cross-section of the beam. Enter the positive value of the
stress. Enter your answer in MPa to two decimal places.
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