What is the correct formula to use to be able to calcualte what IPE should be used for a 3 -5 Ton overhead crane on a 5 or 6 m span?
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What is the correct formula to use to be able to calcualte what IPE should be used for a 3 -5 Ton overhead crane on a 5 or 6 m span?
What is the correct formula to use to be able to calcualte what IPE should be used for a 3 -5 Ton overhead crane on a 25 or 30 m span?
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