The frame structure is constructed with structural steel I-beams of given cross-section dimensions and is used to support a uniform load of 'W' kN/m as shown in figure 4. Use ANSYS Workbench to determine the deformation and stresses in the frame members. The width of the flange is 'a' mm, thickness of the flange is 'b' mm; depth is 'd' mm and thickness of the web is 'c 'mm. Observe the possible changes if the section is converted to rectangular concrete section having the depth equal to the depth of the 'I' and width equal to the width of the 'I 'section. If the structure fails or if it's an ill structure provide a solution to make it work. The solution could be in terms of changing the sections, dimensions materials, supports or loads etc. Discuss the solutions, changes done in the discussion section. W kN/m W kN/m L₁ Figure 4 В1 Н1 Н1 ㅏ C a b d
The frame structure is constructed with structural steel I-beams of given cross-section dimensions and is used to support a uniform load of 'W' kN/m as shown in figure 4. Use ANSYS Workbench to determine the deformation and stresses in the frame members. The width of the flange is 'a' mm, thickness of the flange is 'b' mm; depth is 'd' mm and thickness of the web is 'c 'mm. Observe the possible changes if the section is converted to rectangular concrete section having the depth equal to the depth of the 'I' and width equal to the width of the 'I 'section. If the structure fails or if it's an ill structure provide a solution to make it work. The solution could be in terms of changing the sections, dimensions materials, supports or loads etc. Discuss the solutions, changes done in the discussion section. W kN/m W kN/m L₁ Figure 4 В1 Н1 Н1 ㅏ C a b d
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The frame structure is constructed with structural steel I-beams of given cross-section dimensions
and is used to support a uniform load of 'W' kN/m as shown in figure 4. Use ANSYS Workbench to
determine the deformation and stresses in the frame members. The width of the flange is 'a' mm,
thickness of the flange is 'b' mm; depth is 'd' mm and thickness of the web is 'c 'mm. Observe the
possible changes if the section is converted to rectangular concrete section having the depth
equal to the depth of the 'I' and width equal to the width of the 'I 'section. If the structure fails
or if it's an ill structure provide a solution to make it work. The solution could be in terms of
changing the sections, dimensions materials, supports or loads etc. Discuss the solutions, changes
done in the discussion section.
W kN/m
W kN/m
L₁
Figure 4
B₁
Н1
I
H1
C
a
b](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa2b016fb-bafd-4c04-a4d9-4378c12d2ab1%2Fcde743c2-6bf5-4c67-bb52-c1f5dbed82ce%2F6lai7f_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The frame structure is constructed with structural steel I-beams of given cross-section dimensions
and is used to support a uniform load of 'W' kN/m as shown in figure 4. Use ANSYS Workbench to
determine the deformation and stresses in the frame members. The width of the flange is 'a' mm,
thickness of the flange is 'b' mm; depth is 'd' mm and thickness of the web is 'c 'mm. Observe the
possible changes if the section is converted to rectangular concrete section having the depth
equal to the depth of the 'I' and width equal to the width of the 'I 'section. If the structure fails
or if it's an ill structure provide a solution to make it work. The solution could be in terms of
changing the sections, dimensions materials, supports or loads etc. Discuss the solutions, changes
done in the discussion section.
W kN/m
W kN/m
L₁
Figure 4
B₁
Н1
I
H1
C
a
b
![W load on the I section
a (m)
b (m)
c (m)
d (m)
|LL(1)
BI (M)
HI (M)
10.65
0.1
0.05
0.03
0.334
4.000
3.000
4.000
W kN/m
H₁
SI
W kN/m
H₁
L1
B1
C
a
b
d](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa2b016fb-bafd-4c04-a4d9-4378c12d2ab1%2Fcde743c2-6bf5-4c67-bb52-c1f5dbed82ce%2Fhu05hepb_processed.jpeg&w=3840&q=75)
Transcribed Image Text:W load on the I section
a (m)
b (m)
c (m)
d (m)
|LL(1)
BI (M)
HI (M)
10.65
0.1
0.05
0.03
0.334
4.000
3.000
4.000
W kN/m
H₁
SI
W kN/m
H₁
L1
B1
C
a
b
d
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