Question: 5 . 2 . 7 A W 1 8 6 0 is used for a beam with an unbraced length of 1 0 feet. Using

5.2.7 A W1860 is used for a beam with an unbraced length of 10 feet. Using Fy =50ksi and
Cb=1, calculate the nominal flexural strength. Use the AISC equations from Chapter F of the
Specification. Do not use any of the design aids in the Manual.
5 . 2 . 7 A W 1 8 6 0 is used for a beam with an

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