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Solved problem-7-4-1- part 2.

In the second part of solved problem 7-4-1, we will design a w section for a steel beam with Fy=65 ksi.

9A-Solved problem-7-4-1-part 2.

November 23, 2024August 9, 2020 by Maged kamel
brief illustration for post 9A-Solved problem-7-4-1-part 2.

Solved problem-7-4-1-part 2. In this part we will deign a Wsection for a steel beam with span of 20 feet based on steel A572.

Categories local buckling Tags Solved problem-7-4-1- part 2.

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