The W10 x 22 wide flange shape steel column AB is pinned on one end and fixed on the other end. Use E = 29,000 ksi, and assume L = 40 ft. Using Euler’s formula and a factor of safety of F.S. = 2.2, determine the largest allowable centric load Pall that can be applied to this column. [Neglect the tension in the cables].
The W10 x 22 wide flange shape steel column AB is pinned on one end and fixed on the other end. Use E = 29,000 ksi, and assume L = 40 ft. Using Euler’s formula and a factor of safety of F.S. = 2.2, determine the largest allowable centric load Pall that can be applied to this column. [Neglect the tension in the cables].
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The W10 x 22 wide flange shape steel column AB is pinned on one end and fixed on the other end.
Use E = 29,000 ksi, and assume L = 40 ft. Using Euler’s formula and a factor of safety of F.S. = 2.2,
determine the largest allowable centric load Pall that can be applied to this column. [Neglect the tension in the cables].
Transcribed Image Text:B
W10 × 22
L
C
A
D
y
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