I. A steel rod is acted upon by the loading shown below. 50 mm² is the area of the circular rod. The coupling sizes at B, C, and D are neglected. Use E st = 200 GPa. (L1: 3 pts, L2: 3 pts) -1 m 1.5 m 1.25 m- A 9 kN B C 4 kN D 2 kN

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A steel rod is acted upon by the loading shown below. 50 mm2
is the area of the circular rod. The coupling sizes at B, C, and D are neglected. Use E st = 200 GPa.

1. A steel rod is acted upon by the loading shown below. 50 mm2 is the
area of the circular rod. The coupling sizes at B, C, and D are
neglected. Use E st 200 GPa. (L1: 3 pts, L2: 3 pts)
1 m
1.5 m 1.25 m-
A 9 kN B
C 4 kN
D 2 kN
Solve for the following:
a) Force in segment AB, PAB
b) Force in segment BC, PBC
c) Force in segment CD, PCD
kN , (insert type of force here) (L1)
kN, (insert type of force here) (L1)
kN, (insert type of force here) (L1)
mm (3 pts, L2)
d) Total deformation in the assembly, & =
Transcribed Image Text:1. A steel rod is acted upon by the loading shown below. 50 mm2 is the area of the circular rod. The coupling sizes at B, C, and D are neglected. Use E st 200 GPa. (L1: 3 pts, L2: 3 pts) 1 m 1.5 m 1.25 m- A 9 kN B C 4 kN D 2 kN Solve for the following: a) Force in segment AB, PAB b) Force in segment BC, PBC c) Force in segment CD, PCD kN , (insert type of force here) (L1) kN, (insert type of force here) (L1) kN, (insert type of force here) (L1) mm (3 pts, L2) d) Total deformation in the assembly, & =
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