Situation 6: A C3x35 has a length of 1.40 m. Fy= 248 MPa. The properties are given below. Properties of C - Channel with L = 1.40 meters. A = 703 mm^2 d = 76 mm bf = 34.8 mm tf = 6.93 mm kdes 17.5 mm tw = 3.35 mm rx = 30.5 mm ry = 10.0 mm Cw= 0.0741 x 10^9 mm^6 ro = 39.90 mm H = 0.646 J = 9.41 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?
Situation 6: A C3x35 has a length of 1.40 m. Fy= 248 MPa. The properties are given below. Properties of C - Channel with L = 1.40 meters. A = 703 mm^2 d = 76 mm bf = 34.8 mm tf = 6.93 mm kdes 17.5 mm tw = 3.35 mm rx = 30.5 mm ry = 10.0 mm Cw= 0.0741 x 10^9 mm^6 ro = 39.90 mm H = 0.646 J = 9.41 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?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Situation 6: A C3x35 has a length of 1.40 m. Fy= 248 MPa. The properties are given below.
Properties of C - Channel with L = 1.40 meters.
A = 703 mm^2
d = 76 mm
bf 34.8 mm
tf = 6.93 mm
kdes 17.5 mm
tw = 3.35 mm
rx = 30.5 mm
ry = 10.0 mm
Cw= 0.0741 x 10^9 mm^6
ro 39.90 mm
H = 0.646
J = 9.41 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 95 KN
O 88 KN.
O 101 KN
O 78 KN
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