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Question 2: Shear Stresses in Beams A built-up beam of box section is simply supported over a span of \( 3 \mathrm{~m} \) and carries a point load of \( 15 \mathrm{kN} \) at \( 1 \mathrm{~m} \) from the end. The plate is attached to the channel sections by rivets pitched at \( 100 \mathrm{~mm} \) intervals as shown in figure 2 . If the shear stress in the rivets must not exceed \( 50 \mathrm{MPa} \), 2.1 Determine a suitable rivet diameter (all dimensions in mm). Figure 2

          Question 2: Shear Stresses in Beams
A built-up beam of box section is simply supported over a span of \( 3 \mathrm{~m} \) and carries a point load of \( 15 \mathrm{kN} \) at \( 1 \mathrm{~m} \) from the end. The plate is attached to the channel sections by rivets pitched at \( 100 \mathrm{~mm} \) intervals as shown in figure 2 . If the shear stress in the rivets must not exceed \( 50 \mathrm{MPa} \),
2.1 Determine a suitable rivet diameter (all dimensions in mm).
Figure 2

Question 2: Shear Stresses in Beams
A built-up beam of box section is simply supported over a span of 3 m and carries a point load of 15 kN at 1 m from the end. The plate is attached to the channel sections by rivets pitched at 100 mm intervals as shown in figure 2 . If the shear stress in the rivets must not exceed 50 MPa,
2.1 Determine a suitable rivet diameter (all dimensions in mm).
Figure 2

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