The AB rigid beam in the figure rests on AC and BD supports. The length of the AC support is LAC = 10 m, the cross-sectional area is AAC = 153 mm2 and the elasticity modulus is EAC = 201 GPa. The length of the BD support is LBD = 2 m, the cross-sectional area is US = 310 mm2 and the elasticity modulus is EBD = 72 GPa. The length of the AB rigid beam is LAB = 5 m and the E point is located in the middle of the AB rigid beam. According to this; When a distributed load of w = 84 kN / m is applied to the AB rigid beam; 1- Find the vertical displacement (δA) of point A. Write your result in mm. 2- Find the vertical displacement (δB) of point B. Write your result in mm 3- Find the vertical displacement (δE) of the E point. Write your result in mm.
The AB rigid beam in the figure rests on AC and BD supports. The length of the AC support is LAC = 10 m, the cross-sectional area is AAC = 153 mm2 and the elasticity modulus is EAC = 201 GPa. The length of the BD support is LBD = 2 m, the cross-sectional area is US = 310 mm2 and the elasticity modulus is EBD = 72 GPa. The length of the AB rigid beam is LAB = 5 m and the E point is located in the middle of the AB rigid beam. According to this; When a distributed load of w = 84 kN / m is applied to the AB rigid beam;
1-
Find the vertical displacement (δA) of point A. Write your result in mm.
2-
Find the vertical displacement (δB) of point B. Write your result in mm
3-
Find the vertical displacement (δE) of the E point. Write your result in mm.
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