2: For the cantilever beam with uniformly distributed load shown in Figure 2. Use the data nm,27mm,27mm,37) for the I section from Table 2, determine the following: 1. The maximum shear force in the beam in (kN) 2. The maximum bending moment in the beam in (kN.m) 3. The area of the section in (mm?) 4. The moment of inertia about the centroidal x axis 5. The maximum shear stress at section 1 in (MPa) 6. The maximum shear stress at section 2 (within the flange) in (MPa) 7. The maximum shear stress at section 2 (within the web) in (MPa) 8. The maximum shear stress at section 3 (at the neutral axis) in (MPa) 9. The average shear stress on the section (MPa) 16KN/m sm 110mm 1 27mm 2 3 37mm 27mm bw
2: For the cantilever beam with uniformly distributed load shown in Figure 2. Use the data nm,27mm,27mm,37) for the I section from Table 2, determine the following: 1. The maximum shear force in the beam in (kN) 2. The maximum bending moment in the beam in (kN.m) 3. The area of the section in (mm?) 4. The moment of inertia about the centroidal x axis 5. The maximum shear stress at section 1 in (MPa) 6. The maximum shear stress at section 2 (within the flange) in (MPa) 7. The maximum shear stress at section 2 (within the web) in (MPa) 8. The maximum shear stress at section 3 (at the neutral axis) in (MPa) 9. The average shear stress on the section (MPa) 16KN/m sm 110mm 1 27mm 2 3 37mm 27mm bw
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Q2: For the cantilever beam with uniformly distributed load shown in Figure 2. Use the data
(110mm,27mm,27mm,37) for the I section from Table 2, determine the following:
1. The maximum shear force in the beam in (kN)
2. The maximum bending moment in the beam in (kN.m)
3. The area of the section in (mm?)
4. The moment of inertia about the centroidal x axis
5. The maximum shear stress at section 1 in (MPa)
6. The maximum shear stress at section 2 (within the flange) in (MPa)
7. The maximum shear stress at section 2 (within the web) in (MPa)
8. The maximum shear stress at section 3 (at the neutral axis) in (MPa)
9. The average shear stress on the section (MPa)
16KN/m
sm
110mm
1
27mm
2 3
37mm
27mm
bw
Figure 2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F53034662-76ba-41a3-8bf9-b56304307e73%2F7e91401e-0c45-4792-9d37-9ed5790cec07%2Fxy87vmj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q2: For the cantilever beam with uniformly distributed load shown in Figure 2. Use the data
(110mm,27mm,27mm,37) for the I section from Table 2, determine the following:
1. The maximum shear force in the beam in (kN)
2. The maximum bending moment in the beam in (kN.m)
3. The area of the section in (mm?)
4. The moment of inertia about the centroidal x axis
5. The maximum shear stress at section 1 in (MPa)
6. The maximum shear stress at section 2 (within the flange) in (MPa)
7. The maximum shear stress at section 2 (within the web) in (MPa)
8. The maximum shear stress at section 3 (at the neutral axis) in (MPa)
9. The average shear stress on the section (MPa)
16KN/m
sm
110mm
1
27mm
2 3
37mm
27mm
bw
Figure 2
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