a. Compute the critical buckling stress (Fcr in MPa). b. Compute the nominal compressive strength of the column section. (kN) c. Compute the design compressive strength and allowable strength of the column section. (kN)
a. Compute the critical buckling stress (Fcr in MPa). b. Compute the nominal compressive strength of the column section. (kN) c. Compute the design compressive strength and allowable strength of the column section. (kN)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![a. Compute the critical buckling stress (Fcr in
MPa).
b. Compute the nominal compressive strength of
the column section. (kN)
c. Compute the design compressive strength and
allowable strength of the column section. (kN)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F71a7f33a-13e3-42a8-bcae-0692518af53d%2F867e4505-004d-4fc2-a1d2-344eae1459a6%2Ftmryy5o_processed.jpeg&w=3840&q=75)
Transcribed Image Text:a. Compute the critical buckling stress (Fcr in
MPa).
b. Compute the nominal compressive strength of
the column section. (kN)
c. Compute the design compressive strength and
allowable strength of the column section. (kN)
![Problem
A W 12 x 65 column section is 8 m long, pinned at
each and has an additional support in the weak
direction at a point 3.6 m from the top. Use U =
1.2 DL + 1.6 LL. K = 1.0
Properties of W 12 x 65
A = 12323 mm²
rx = 134.11 mm
ry = 76.71 mm
E = 200,000 MPa
Fy :
3D 248 МPа
3.6 m.
8 m.
4.4 m.
te.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F71a7f33a-13e3-42a8-bcae-0692518af53d%2F867e4505-004d-4fc2-a1d2-344eae1459a6%2Fjj5ckvq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem
A W 12 x 65 column section is 8 m long, pinned at
each and has an additional support in the weak
direction at a point 3.6 m from the top. Use U =
1.2 DL + 1.6 LL. K = 1.0
Properties of W 12 x 65
A = 12323 mm²
rx = 134.11 mm
ry = 76.71 mm
E = 200,000 MPa
Fy :
3D 248 МPа
3.6 m.
8 m.
4.4 m.
te.
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