17-37. An inclined steel bar 2 m long, having a cros section of 4000 mm² and an I of 8.53 x 10^6 mm, is supported as shown in the figure. The inclined steel hanger DB has a cross section of 600 mm^2. Determine the downward deflection of point C due to the application of the vertical force of (2.SQRT(2)) kN. Let E = 200 GPa. 17-37. An inclined steel bar 2 m long, having a cross section of 4000 mm² and an Iof 8.53 x 10° mm“, is supported as shown in the figure. The inclined steel hangerDB has a cross section of 600 mm². Determine the downward deflection of point Cdue to the application of the vertical force of 2V2 kN. Let E = 200 GPa.1 m45B 2,2 kN1mFig. P17-37

Given Data: For bar AC Length of steel bar L =2m Cross-section area A=4000 mm2 Moment of inertia I =…

17-37. An inclined steel bar 2 m long, having a cross section of 4000 mm² and an / of 8.53 x 10° mm“, is supported as shown in the figure. The inclined steel hanger DB has a cross section of 600 mm². Determine the downward deflection of point C due to the application of the vertical force of 2V2 kN. Let E = 200 GPa. 45 45° B 2,2 kN 1 m Fig. P17-37

17-37. An inclined steel bar 2 m long, having a cross section of 4000 mm² and an / of 8.53 x 10° mm“, is supported as shown in the figure. The inclined steel hanger DB has a cross section of 600 mm². Determine the downward deflection of point C due to the application of the vertical force of 2V2 kN. Let E = 200 GPa. 45 45° B 2,2 kN 1 m Fig. P17-37

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.5.4P: A brass bar of a length L = 0.4 m is loaded at end B by force P = 10 kN with an eccentricity e =...

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