ote: 158 ft-kip is an incorrect answer The beam column shown below is pinned at both ends and is subjected to the loads shown. Bending is about both the strong axis and weak axis. W14x82 A992 is used. Lateral support is provided at the ends only. Neglect the column weight. Use LRFD for a solution. What is the amplified primary moment about the strong axis in ft-kip? Express your answer in two decimal places.
ote: 158 ft-kip is an incorrect answer The beam column shown below is pinned at both ends and is subjected to the loads shown. Bending is about both the strong axis and weak axis. W14x82 A992 is used. Lateral support is provided at the ends only. Neglect the column weight. Use LRFD for a solution. What is the amplified primary moment about the strong axis in ft-kip? Express your answer in two decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Note: 158 ft-kip is an incorrect answer
The beam column shown below is pinned at both ends and is subjected to the loads shown. Bending is about both the strong axis and weak axis. W14x82 A992 is used. Lateral support is provided at the ends only. Neglect the column weight. Use LRFD for a solution. What is the amplified primary moment about the strong axis in ft-kip? Express your answer in two decimal places.
Transcribed Image Text:PD = 20k
PL = 50k
W14 x 82
30 ft
A992
Mox = 45 ft-kip, Moy = 5 ft-kip
Mx = 65 ft-kip, MLy = 15 ft-kip
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