An aluminum bar having a cross-sectional area of 160 mm? carries the axial loads as shown in the Figure below. Assume that the bar is suitably braced to prevent buckling and E = 70000 MPa. The length of each bars are follow: B1 = 0.8 m; B2 = 1.0 m; B3= 0.6 m. Determine the axial load acting on bar Bị in kN. 35KN B1 B2 B3 ... 10KN 15KN 30KN Determine the axial load acting on bar B2 in kN. Determine the axial load acting on bar B3 in kN. Determine the axial stress of bar B1 in MPa. Determine the axial stress of bar B, in MPa. Determine the axial stress of bar B; in MPa. Determine the total deformation of the bars B1, B2 and B3 in mm. Determine the deformation of the bar B1 in mm. Determine the deformation of the bar B, in mm. Determine the deformation of the bar B3 in mm. 35 (A) 35 в) 20 10 (D 5
An aluminum bar having a cross-sectional area of 160 mm? carries the axial loads as shown in the Figure below. Assume that the bar is suitably braced to prevent buckling and E = 70000 MPa. The length of each bars are follow: B1 = 0.8 m; B2 = 1.0 m; B3= 0.6 m. Determine the axial load acting on bar Bị in kN. 35KN B1 B2 B3 ... 10KN 15KN 30KN Determine the axial load acting on bar B2 in kN. Determine the axial load acting on bar B3 in kN. Determine the axial stress of bar B1 in MPa. Determine the axial stress of bar B, in MPa. Determine the axial stress of bar B; in MPa. Determine the total deformation of the bars B1, B2 and B3 in mm. Determine the deformation of the bar B1 in mm. Determine the deformation of the bar B, in mm. Determine the deformation of the bar B3 in mm. 35 (A) 35 в) 20 10 (D 5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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