| = 900 mm2 A= 1200 mm2 P. P2 D B ++250 mm- -350 mm - 500 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The steel rod is stress-free before the axial loads P1 1⁄4 150 kN and P2 1⁄4 90 kN are applied to the rod. Assuming that the walls are rigid, calculate the axial force in each segment after the loads are applied. Use E 1⁄4 200 GPa.
Transcribed Image Text:A = 2000 mm2
A = 900 mm2
A = 1200 mm2
B.
t+250 1
A
C
D
500 mm
250 mm-
-350 mm
FIG. P2.59
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