Problem Steel block with triaxial loading as shown, 2" 3" For Steel, E = 29 x 10° Psi y = 0.3 Loads: (Original Loading – Load are Uniformly Distributed Along Their Axis) F, = 48 Kips (T) = 60 Kips (C) F; = 54 Kips (T) Fy = Required: Determine the magnitude F, ' of the single uniformly distributed load in the x- direction that would produce the same deformation in the y-direction as the original loading. F2

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Steel block with triaxial loading as shown,
y
2"
3"
For Steel,
E = 29 x 106 Psi
y = 0.3
Loads: (Original Loading – Load are Uniformly Distributed Along Their Axis)
F; = 48 Kips (T)
Fy
60 Kips (C)
F2
54 Kips (T)
Required: Determine the magnitude F,'of the single uniformly distributed load in the x-
direction that would produce the same deformation in the y-direction as the original
loading.
F +
F2
Fy
Transcribed Image Text:Problem Steel block with triaxial loading as shown, y 2" 3" For Steel, E = 29 x 106 Psi y = 0.3 Loads: (Original Loading – Load are Uniformly Distributed Along Their Axis) F; = 48 Kips (T) Fy 60 Kips (C) F2 54 Kips (T) Required: Determine the magnitude F,'of the single uniformly distributed load in the x- direction that would produce the same deformation in the y-direction as the original loading. F + F2 Fy
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