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Rigid members ABC and DEF are joined by steel (Es = 180 GPa) links BE and CF. The steel links consist of rectangular plates with crosssectional dimensions 25x35-mm. Determine: a) the change in length of BE and CF b) the distance between pts. A and D after the loading is applied. Pts. A and D are 240 mm apart prior to the applied loading.

Rigid members ABC and DEF are joined by steel (Es = 180 GPa) links BE and CF. The steel links consist of rectangular plates with crosssectional dimensions 25x35-mm. Determine: a) the change in length of BE and CF b) the distance between pts. A and D after the loading is applied. Pts. A and D are 240 mm apart prior to the applied loading.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Rigid members ABC and DEF are joined by
steel (Es = 180 GPa) links BE and CF. The steel
links consist of rectangular plates with crosssectional dimensions 25x35-mm. Determine:
a) the change in length of BE and CF
b) the distance between pts. A and D after the
loading is applied. Pts. A and D are 240
mm apart prior to the applied loading.

P2: Rigid members ABC and DEF are joined by steel (Es = 180 GPa) links BE and CF. The steel links consist of rectangular plates with cross- sectional dimensions 25x35-mm. Determine: F 180 mm E a) the change in length of BE and CF b) the distance between pts. A and D after the loading is applied. Pts. A and D are 240 mm apart prior to the applied loading. B 260 mm A D 18 kN 18 kN 240 mm
Transcribed Image Text:P2: Rigid members ABC and DEF are joined by steel (Es = 180 GPa) links BE and CF. The steel links consist of rectangular plates with cross- sectional dimensions 25x35-mm. Determine: F 180 mm E a) the change in length of BE and CF b) the distance between pts. A and D after the loading is applied. Pts. A and D are 240 mm apart prior to the applied loading. B 260 mm A D 18 kN 18 kN 240 mm
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