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

Structural Analysis
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Chapter2: Loads On Structures
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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
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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