3. The steel pipe AB has a 72 mm outer diameter and a 5 mm wall thickness. Link CDE is rigidly attached to the pipe. Point K is at the top of the pipe, at 150 mm from point D. Neglect the stress...


3. The steel pipe AB has a 72 mm outer diameter and a 5 mm wall thickness. Link CDE<br>is rigidly attached to the pipe. Point K is at the top of the pipe, at 150 mm from point<br>D. Neglect the stress concentrations.<br>Material is Hot Rolled Steel, with E =<br>207 x 10° Pa, G = 79 × 10° Pa, Sy = 200<br>MPa, Su = 414 MPa. The force at E is steady, with FE = 9 kN (down). The force at C is<br>steady, with Fc = 3 kN (up).<br>Section Properties for bar OD: IOD = 594 × 10³ mm = 594 × 10-9 m*;<br>JoD<br>= 1188 × 10³ mm4 = 1188 × 10-9 mª;<br>%3D<br>Section for bar DE: IDE<br>50 × 10-9 mª<br>Determine the principal stresses at point K using Mohr circle.<br>A 3 kN<br>K<br>120 mm<br>9 kN<br>150 mm<br>E<br>120 mm<br>

Extracted text: 3. The steel pipe AB has a 72 mm outer diameter and a 5 mm wall thickness. Link CDE is rigidly attached to the pipe. Point K is at the top of the pipe, at 150 mm from point D. Neglect the stress concentrations. Material is Hot Rolled Steel, with E = 207 x 10° Pa, G = 79 × 10° Pa, Sy = 200 MPa, Su = 414 MPa. The force at E is steady, with FE = 9 kN (down). The force at C is steady, with Fc = 3 kN (up). Section Properties for bar OD: IOD = 594 × 10³ mm = 594 × 10-9 m*; JoD = 1188 × 10³ mm4 = 1188 × 10-9 mª; %3D Section for bar DE: IDE 50 × 10-9 mª Determine the principal stresses at point K using Mohr circle. A 3 kN K 120 mm 9 kN 150 mm E 120 mm

Jun 11, 2022
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