Use 2015 NSCP. A compression member shown below with Fy = 50 ksi 30' W12 x 87 A992 steel 1. Which of the following most nearly gives the value of critical buckling stress in ksi? 2. Which of the following most nearly gives the nominal strength in kips? 3. Considering ASD. Which of the following most nearly gives the allowable strength in kips? 4. Considering LRFD. Which of the following most nearly gives the design strength in kips?
Use 2015 NSCP. A compression member shown below with Fy = 50 ksi 30' W12 x 87 A992 steel 1. Which of the following most nearly gives the value of critical buckling stress in ksi? 2. Which of the following most nearly gives the nominal strength in kips? 3. Considering ASD. Which of the following most nearly gives the allowable strength in kips? 4. Considering LRFD. Which of the following most nearly gives the design strength in kips?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Use 2015 NSCP. A compression member shown below with Fy
= 50 ksi
30′
W12 x 87
A992 steel
1. Which of the following most nearly gives the value of critical buckling stress
in ksi?
2. Which of the following most nearly gives the nominal strength in kips?
3. Considering ASD. Which of the following most nearly gives the allowable
strength in kips?
4. Considering LRFD. Which of the following most nearly gives the design
strength in kips?
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