7-12. The frame shown in the accompanying figure is unbraced against sidesway about the x-x axis. The columns are W8 and the beams are W12 x 16. ASTM AS72 steel is used for the columns and beams. The beams and columns are oriented so that bending is about the x-x axis. Assume that K, = 1.0, and for column AB the service load is 175 k, in which 25 percent is dead load and 75 percent is live load. Select the lightest W8 shape for column AB. Moment connection. Typ 13 ft 20 ft 20 ft 20 ft FIGURE P7.12
7-12. The frame shown in the accompanying figure is unbraced against sidesway about the x-x axis. The columns are W8 and the beams are W12 x 16. ASTM AS72 steel is used for the columns and beams. The beams and columns are oriented so that bending is about the x-x axis. Assume that K, = 1.0, and for column AB the service load is 175 k, in which 25 percent is dead load and 75 percent is live load. Select the lightest W8 shape for column AB. Moment connection. Typ 13 ft 20 ft 20 ft 20 ft FIGURE P7.12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:7-12. The frame shown in the accompanying figure is unbraced against sidesway about
the x-x axis. The columns are W8 and the beams are W12 x 16. ASTM AS72 steel
is used for the columns and beams. The beams and columns are oriented so that
bending is about ther-x axis Assume that K, = 1.0, and for column AB the service
load is 175 k, in which 25 percent is dead load and 75 percent is live load. Select the
lightest W8 shape for column AB.
Moment
connection. Typ.
13 ft
20 ft
20 ft
20 ft
FIGURE P7-12
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