A plate girder has a span of 18 m and has to carry an external load o…

Previous year question for Exam.

Question

A plate girder has a span of 18 m and has to carry an external load of 120 kN/m in addition to its own weight. Design the girder. Permissible bending stress = $165\text{ N/mm}^2$. Permissible shearing stress = $100\text{ kN/m}^2$. Use 20 mm diameter rivets.

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