A steel bar AD has a cross-secțional area of 260 mm² and is loaded by forces P = 12 kN, P, = 8 kN, and P3 = 6 kN. The lengths of the segments of the bar are a = 1:5 m, b = 0.6 m, and c = 0.9 m. (a) Assuming that the modulus of elasticity E = 210 GPa, calcuļate the change in length & of the bar. Does the bar elongate or shorten? (b) Bỷ what amount P should the load P, be increased so that end D of the bar does not move when the loads aře applied? %3D %3D %3D %3D %3D 3 P1 P2 P3 A C a Figure 86 B.

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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A steel bar AD has a cross-secțional area of 260 mm? aņd is loaded by
forçes P, = 12 kN, P, = 8 kN, and Pa = 6 kN. The lengths of the segments
of the bar are a = 1:5 m, b = 0.6 m, and c =
(a) Assuming that the modulus of elasticity E = 210 GPa, calcuļate the
change in length & of the bạr. Does the bar elongate or shorten?
(b) By what amount P should the load P, be increased so that end D of
the bar does not move when the loads are applied?
%3D
0.9 m.
P1
P2
P3
A
B
a
b
Figure 86
Transcribed Image Text:A steel bar AD has a cross-secțional area of 260 mm? aņd is loaded by forçes P, = 12 kN, P, = 8 kN, and Pa = 6 kN. The lengths of the segments of the bar are a = 1:5 m, b = 0.6 m, and c = (a) Assuming that the modulus of elasticity E = 210 GPa, calcuļate the change in length & of the bạr. Does the bar elongate or shorten? (b) By what amount P should the load P, be increased so that end D of the bar does not move when the loads are applied? %3D 0.9 m. P1 P2 P3 A B a b Figure 86
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