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Solved problem 4-7-design using Table 3-10 when Lb>Lr

Solved problem 4-7-design using Table 3-10 when Lb>Lr. A given W section with Lb of 31 feet under factored 190 ft-kips(LRFD) or 127.0 Ft-kips (ASD) with cb=1.0.

16-Solved problem 4-7-Design using Table 3-10 when Lb>Lr

November 4, 2025September 20, 2020 by Maged kamel
Brief data for post 16 -steel beam

Solved problem 4-7, this a design problem for which lb>lr, the solution is made by using a design chart, table3-10, a discussion about the use of table 3-2, and why is table 3-10 is better in that case.

Categories Design a steel beam using Table 3-10 Tags Solved problem 4-7-design using Table 3-10 when Lb>Lr

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