3. Determine the nominal compressive strength of a W360 x 44 of A992Gr50 steel column having length of 4 m and is fixed at both ends. (Gr50 steel = 50 ksi = 345 MPa = Fy) Properties of W360 x 44 A = 5710 mm d = 351 mm b, = 171 mm t₁ = 9.78 mm t₁ = 6.86 mm Kdes = 19.9 mm k₁ = 19.1 mm r₂ = 146 mm R, = 37.8 mm
3. Determine the nominal compressive strength of a W360 x 44 of A992Gr50 steel column having length of 4 m and is fixed at both ends. (Gr50 steel = 50 ksi = 345 MPa = Fy) Properties of W360 x 44 A = 5710 mm d = 351 mm b, = 171 mm t₁ = 9.78 mm t₁ = 6.86 mm Kdes = 19.9 mm k₁ = 19.1 mm r₂ = 146 mm R, = 37.8 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer the problem attached image.
Thank you very much!
For Principle steel design subject
Pa=1377kn
Pu=1239kn
![3. Determine the nominal compressive strength of a W360 x 44 of A992Gr50 steel column having
length of 4 m and is fixed at both ends.
(Gr50 steel = 50 ksi = 345 MPa = Fy)
Properties of W360 x 44
A = 5710 mm
d = 351 mm
b,= 171 mm
t₁ = 9.78 mm
t = 6.86 mm
Kdes = 19.9 mm
k₁ = 19.1 mm
r₂ = 146 mm
R, = 37.8 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6aa82a9e-3ffd-4572-ae7e-affe52139ad0%2F6f22d951-1718-49bb-bd8c-808387bf8b93%2Fo61c2lc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3. Determine the nominal compressive strength of a W360 x 44 of A992Gr50 steel column having
length of 4 m and is fixed at both ends.
(Gr50 steel = 50 ksi = 345 MPa = Fy)
Properties of W360 x 44
A = 5710 mm
d = 351 mm
b,= 171 mm
t₁ = 9.78 mm
t = 6.86 mm
Kdes = 19.9 mm
k₁ = 19.1 mm
r₂ = 146 mm
R, = 37.8 mm
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