Situation 7: A C5x9 has a length of 1.40 m. Fy = 248 MPa. The propert Properties of C - Channel with L = 1.80 meters. A = 1700 mm^2 d = 127 mm bf = 48.0 mm tf = 8.13 mm kdes = 19.1 mm tw = 8.26 mm rx = 46.7 mm ry = 12.3 mm Cw = 0.787 x 10^9 mm^6 ro = 53.3 mm H = 0.815 J = 45.4 x 10^3 mm^4 1. Which of the following most nearly gives the axial capacity (Pu) cons end and the other is pinned? O 219 KN O 201 KN. 233 KN O 245 KN

Structural Analysis
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Chapter2: Loads On Structures
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Situation 7: A C5x9 has a length of 1.40 m. Fy = 248 MPa. The properties are given below.
Properties of C - Channel with L = 1.80 meters.
A = 1700 mm^2
d = 127 mm
bf = 48.0 mm
tf = 8.13 mm
kdes 19.1 mm
tw = 8.26 mm
rx = 46.7 mm
ry = 12.3 mm
Cw= 0.787 x 10^9 mm^6
ro = 53.3 mm
H = 0.815
J = 45.4 x 10^3 mm^4
1. Which of the following most nearly gives the axial capacity (Pu) considering Flexural Buckling if support conditions are fixed at one
end and the other is pinned?
O 219 KN
O 201 KN.
O 233 KN
O 245 KN
Transcribed Image Text:Situation 7: A C5x9 has a length of 1.40 m. Fy = 248 MPa. The properties are given below. Properties of C - Channel with L = 1.80 meters. A = 1700 mm^2 d = 127 mm bf = 48.0 mm tf = 8.13 mm kdes 19.1 mm tw = 8.26 mm rx = 46.7 mm ry = 12.3 mm Cw= 0.787 x 10^9 mm^6 ro = 53.3 mm H = 0.815 J = 45.4 x 10^3 mm^4 1. Which of the following most nearly gives the axial capacity (Pu) considering Flexural Buckling if support conditions are fixed at one end and the other is pinned? O 219 KN O 201 KN. O 233 KN O 245 KN
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