3 m —А P 50 mm X - 50 mm 4 m 50 mm→| y 6 m В
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
100%
AB is made of steel and is pinned at its ends B and C. σY = 360 MPa, Est = 200 GPa.
A) The effective length factor K is 1 for y-y axis and 0.5 for x-x axis, respectively. The critical load on the member AB is ___ kN.
- 65.7
- 82.8
- 57.1
- 77.1
- 48.5
B) The maximum load P the frame can support without buckling member AB is ___ kN.
- 57.8
- 42.8
- 36.4
- 27.8
- 49.2
Transcribed Image Text:3 m –
А
>P
y
Т 50 mm
50 mm
4 m
50 mm→|
y
6 m
Pc
В
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