If the magnitude of the loads at the ends are interchanged, i.e. if the load at the left end is 10 KN and that at the ri
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If the magnitude of the loads at the ends are interchanged, i.e. if the load at the left end is 10 KN and that at the ri
If the magnitude of the loads at the ends are interchanged, i.e. if the load at the left end is 10 KN and that at the right end is 35 KN, compute the total deformation of the bar. Assume that the bar is suitably braced to prevent buckling. is 35 kN, compute the total deformation of the aced to prevent buckling. 10 kN 15 kN 30 kN 35 kN | 0.8m 10 KN -800mm- 1.67 mm O 1.49 mm O 1.50 mm O 1.61 mm 1.0m- -0.6m- -35 1000mm- me 600mm-
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