17-37. An inclined steel bar 2 m long, having a cross section of 4000 mm² and an I 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....

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

Extracted text: 17-37. An inclined steel bar 2 m long, having a cross section of 4000 mm² and an I 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. 1 m 45 B 2,2 kN 1m Fig. P17-37