Question: C P = 1 1 kips C D = 1 . 2 kios ? S F a ) Calculate the factored loads for eadion bism

CP=11 kips
CD=1.2 kios ?SF
a) Calculate the factored loads for eadion bism
b) Size beam for moment - Wishape, Fy =50ks
c) Why is/isn't bracing required
a) chick for shear
C P = 1 1 kips C D = 1 . 2 kios ? S F a )

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