A B |200 kN 45 kNm 10 kNm B 30 kNm 5 kNm 200 kN Axial Loads Moments about x-axis Moments about y-axis
A B |200 kN 45 kNm 10 kNm B 30 kNm 5 kNm 200 kN Axial Loads Moments about x-axis Moments about y-axis
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the design action effects for an isolated unbraced beam-column member
(500WC340, Grade 300) in Fig. 1, which is subject to the design actions from a firstorder analysis as shown. The effective buckling lengths are 10.0 m for the major axis (xaxis) and 5.0 m for the minor axis (y-axis).
Transcribed Image Text:A
B
|200 kN
45 kNm
10 kNm
B
30 kNm
5 kNm
200 kN
Axial Loads
Moments about x-axis
Moments about y-axis
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