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(Solved): A wide flange section is subject to a vertical shear of 360 kN. The moment of inertia at the neutral ...
A wide flange section is subject to a vertical shear of 360 kN. The moment of inertia at the neutral axis 619 x 106 mm4. Fy= 250 MPa.
1. Determine the shearing stress on the flange section.
2. Determine the shearing stress at the junction between the flange and web section.
3. Determine the max shearing stress at the neutral axis.
A wide flange section is subject to a vertical shear of \( 360 \mathrm{kN} \). The moment of inertia at the neutral axis \( 619 \times 10^{6} \mathrm{~mm}^{4} \). \( \mathrm{F}_{\mathrm{y}}=250 \) MPa. 1. Determine the shearing stress on the flange section. 2. Determine the shearing stress at the junction between the flange and web section. 3. Determine the max shearing stress at the neutral axis.
Expert Answer
SOLUTION: Given data Vertical shear (V) = 360 Kn =360*10^3 N ; Fy =250 MPa I = 619*10^6 mm^4 width of web =b = 265 mm, thk. of flange =tf = 25 mm, tw