Problem #1 A W12 x 72 is used as a column having an unsupported height of 4.6 m. The column has a fixed support at the bottom and hinged support at the top. Prop. W12 x 72 A = 13,613 mm² %3D d = 307.85 mm Fy = 345 MPa E = 200,000 MPa Zx = 1770 x 103 mm³ br = 305.82 mm tr = 17.02 mm Tx = 134.87 mm Ty = 77.22 mm K = 0.70 %3D O Compute the elastic critical buckling stress. ® Compute the flexural buckling stress. ® Compute the LRFD design strength o Pn.
Problem #1 A W12 x 72 is used as a column having an unsupported height of 4.6 m. The column has a fixed support at the bottom and hinged support at the top. Prop. W12 x 72 A = 13,613 mm² %3D d = 307.85 mm Fy = 345 MPa E = 200,000 MPa Zx = 1770 x 103 mm³ br = 305.82 mm tr = 17.02 mm Tx = 134.87 mm Ty = 77.22 mm K = 0.70 %3D O Compute the elastic critical buckling stress. ® Compute the flexural buckling stress. ® Compute the LRFD design strength o Pn.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Following the description in NSCP. Consider elastic critical buckling stress as Fe and flexural buckling stress as Fcr (elastic or inelastic).

Transcribed Image Text:Problem #1
A W12 x 72 is used as a column having an
unsupported height of 4.6 m. The column has
a fixed support at the bottom and hinged
support at the top.
Prop. W12 x 72
A = 13,613 mm²
d = 307.85 mm
Fy = 345 MPa
E= 200,000 MPa
Zx = 1770 x 103 mm3
%3D
%3D
br = 305.82 mm
tf = 17.02 mm
Ix = 134.87 mm
%3D
ry = 77.22 mm
K = 0.70
O Compute the elastic critical buckling
stress.
® Compute the flexural buckling stress.
® Compute the LRFD design strength
ø Pn.
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