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: The maximum shear force in the beam in (kN) The maximum bending moment in the beam in (kN.m) The area of the section in (mm²) The moment of inertia about the centroidal x axis The maximum shear stress at section 1 in (MPa) The maximum shear stress at section 2 (within the flange) in (MPa) The maximum shear stress at section 2 (within the web) in (MPa) The maximum shear stress at section 3 (at the neutral axis) in (MPa) The average shear stress on the section (MPa) 16kN/m sm bf=82 hf=20 2 3 hw=30 hf=20 bw=20
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: The maximum shear force in the beam in (kN) The maximum bending moment in the beam in (kN.m) The area of the section in (mm²) The moment of inertia about the centroidal x axis The maximum shear stress at section 1 in (MPa) The maximum shear stress at section 2 (within the flange) in (MPa) The maximum shear stress at section 2 (within the web) in (MPa) The maximum shear stress at section 3 (at the neutral axis) in (MPa) The average shear stress on the section (MPa) 16kN/m sm bf=82 hf=20 2 3 hw=30 hf=20 bw=20
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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