A = 300 mm² A = 150 mm² E D P. •B 0.2 m| 0.2 m| 0.2 m| 0.2 m For the steel bar and loading shown in the figure, assuming that both supports are fully seated before the loads are applied, we remove the reaction at (a) E, and the absolute value of the deformation caused by the loads P1 = 629 kN and P2 = 340 kN | SL| (b) the absolute value of the reaction force at E | RE| In kN units, (c) the absolute value of the reaction force at A |RA| Specify in kN units. For steel, use E = 200 GPa.
A = 300 mm² A = 150 mm² E D P. •B 0.2 m| 0.2 m| 0.2 m| 0.2 m For the steel bar and loading shown in the figure, assuming that both supports are fully seated before the loads are applied, we remove the reaction at (a) E, and the absolute value of the deformation caused by the loads P1 = 629 kN and P2 = 340 kN | SL| (b) the absolute value of the reaction force at E | RE| In kN units, (c) the absolute value of the reaction force at A |RA| Specify in kN units. For steel, use E = 200 GPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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