Q2: For the cantilever beam with uniformly distributed load shown in Figure 2. Use the data (bf.hf.bw, hw) 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 bf hf 2 3 hw hf bw

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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bf=122 mm hf=30 mm bw=30 mm hw=40
Q2: For the cantilever beam with uniformly distributed load shown in Figure 2. Use the data
(bf.hf.bw, hw) 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
bf
1
hf
2 3
hw
hf
bw
Transcribed Image Text:Q2: For the cantilever beam with uniformly distributed load shown in Figure 2. Use the data (bf.hf.bw, hw) 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 bf 1 hf 2 3 hw hf bw
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