A column which is a part of an UNBRACED frame, supported as shown, is subjected to the service end couples (bending about the strong axis) and the service axial load as shown. Lateral support is provided only the ends. Neglect the weight of the beam and investigate this member as a beam-column. Effective length factors are
K_(x)=1.0
for braced case and
K_(x)=1.2
for unbraced case and
K_(y)=1.0
Use of Manual/Tables Permitted for any calculations. Use
F_(y)=50ksi
. ( 25 points

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A column which is a part of an UNBRACED frame, supported as shown, is subjected to the service end couples (bending about the strong axis) and the service axial load as shown. Lateral support is provided only the ends. Neglect the weight of the beam and investigate this member as a beam-column. Effective length factors are

K_(x)=1.0

for braced case and

K_(x)=1.2

for unbraced case and

K_(y)=1.0

Use of Manual/Tables Permitted for any calculations. Use

F_(y)=50ksi

. ( 25 points

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