11.10 (A/B). A load of 2 kN falls through 25 mm on to a stop at the end of a vertical bar 4 m long, 600 mm² cross- sectional area and rigidly fixed at its other end. Determine the instantaneous stress and elongation of the bar. E = 200 GN/m². [94.7 MN/m², 1.9 mm.]

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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11.10 (A/B). A load of 2 kN falls through 25 mm on to a stop at the end of a vertical bar 4 m long, 600 mm² cross-
sectional area and rigidly fixed at its other end. Determine the instantaneous stress and elongation of the bar.
E = 200 GN/m².
[94.7 MN/m², 1.9 mm.]
Transcribed Image Text:11.10 (A/B). A load of 2 kN falls through 25 mm on to a stop at the end of a vertical bar 4 m long, 600 mm² cross- sectional area and rigidly fixed at its other end. Determine the instantaneous stress and elongation of the bar. E = 200 GN/m². [94.7 MN/m², 1.9 mm.]
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