Situation: A 3m long A36 Steel column is pinned at top and bottom. Assume E=200,000 MPa and its dimensions are 100mm and 200mm. The mode of failure of the compression member. a. Buckling b. Yielding c. Rupture d. Block Shear The mode of failure of the compression member both ends are fixed. Buckling Yielding c. Rupture d. a. b. Block Shear Determine the allowable load if both ends are pinned using a factor of safety of 2.5. a. 1564.63 kN b. 1462.16 kN C. 1536.63 kN d. 1244.65 kN
Situation: A 3m long A36 Steel column is pinned at top and bottom. Assume E=200,000 MPa and its dimensions are 100mm and 200mm. The mode of failure of the compression member. a. Buckling b. Yielding c. Rupture d. Block Shear The mode of failure of the compression member both ends are fixed. Buckling Yielding c. Rupture d. a. b. Block Shear Determine the allowable load if both ends are pinned using a factor of safety of 2.5. a. 1564.63 kN b. 1462.16 kN C. 1536.63 kN d. 1244.65 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Situation:
A 3m long A36 Steel column is pinned at top and bottom. Assume E=200,000 MPa and its dimensions are
100mm and 200mm.
The mode of failure of the compression member.
a. Buckling
b. Yielding
c. Rupture
d. Block Shear
The mode of failure of the compression member both ends are fixed.
a.
b.
c.
d.
Buckling
Yielding
Rupture
Block Shear
Determine the allowable load if both ends are pinned using a factor of safety of 2.5.
a. 1564.63 kN
b.
1462.16 kN
C. 1536.63 kN
d. 1244.65 kN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3b1dfb79-831e-49a1-93f4-4460bf06f21a%2Ff8289e2f-a410-4c1b-b80a-1f87b82f32df%2Fko529ph_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Situation:
A 3m long A36 Steel column is pinned at top and bottom. Assume E=200,000 MPa and its dimensions are
100mm and 200mm.
The mode of failure of the compression member.
a. Buckling
b. Yielding
c. Rupture
d. Block Shear
The mode of failure of the compression member both ends are fixed.
a.
b.
c.
d.
Buckling
Yielding
Rupture
Block Shear
Determine the allowable load if both ends are pinned using a factor of safety of 2.5.
a. 1564.63 kN
b.
1462.16 kN
C. 1536.63 kN
d. 1244.65 kN
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