Design a splice for joining tension member sections $160 \times 10\te…

Previous year question for Design of Steel Structures.

Question

Design a splice for joining tension member sections $160 \times 10\text{ mm}$ and $250 \times 14\text{ mm}$. The member is subjected to factored tensile load of $300\text{ KN}$. Assume Fe 410 grade of steel. Provide $20\text{ mm}$ diameter bolts of grade $4.6$ for making the connections.

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