Question: PROBLEM 2 . 1 5 A single axial load of magnitude P = 1 5 kips is applied at end C of the steel rodABC.

PROBLEM 2.15
A single axial load of magnitude P=15kips is
applied at end C of the steel rodABC. Knowing that E
=30106, determine the diameter d of portion BC
for which the deflection of point C will be 0.05 in.
PROBLEM 2 . 1 5 A single axial load of magnitude

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