Document information
- University
- Politecnico di Milano
- Degree programme
- Chemical Engineering
- Subject
- Mechanics of Solids and Structures II
- Classification
- Exam · Full exam
- Content
- Solution only
- Original format
- Text
- Searchable text
Full exam for Mechanics of Solids and Structures II in the Chemical Engineering degree programme at Politecnico di Milano. The document covers: Test on 14/02/2019 Student (Name, Surname)_________________________________________ Id. Number (Matr.):___________ Please note that: correct solution of exercise 1 is mandatory to pass the exam; you are required to write in English. Please explain all what you want to do with
Full exam for Mechanics of Solids and Structures II in the Chemical Engineering degree programme at Politecnico di Milano. The document covers: Test on 14/02/2019 Student (Name, Surname)_________________________________________ Id. Number (Matr.):___________ Please note that: correct solution of exercise 1 is mandatory to pass the exam; you are required to write in English. Please explain all what you want to do with
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Test on 14/02/2019 Student (Name, Surname)_________________________________________ Id. Number (Matr.):___________ Please note that: correct solution of exercise 1 is mandatory to pass the exam; you are required to write in English. Please explain all what you want to do with your computations or you will be penalized. Exercise 1 We need to install a tall vertical distillation column with out er diameter D 0 = 4.2 m (including insulation of 0.3 m in thickness) and total height H = 42 m. The available specifications are: External diameter of the vessel d = 3.6 m. Thickness of vessel shell t = 5 mm. Weight density of vessel shell s=76.00 kN/m3. Weight density of insulation i = 5.0 kN/m 3. Load per unit of vertical length of the external access ladde r: wl = 0.30 kN/m. Load per unit of vertical length of a 280 mm outer diameter pipe: wp =0.60 kN/m. Load per unit of vertical length equivalent to tray weight, including liquid, (computed assuming a spacing 0.6 m of the trays and a weight of the trays of 1.1 kN/m 2): wt = 18.65 kN/m. Permissible material stress of vessel shell adm = 1 6 0 M P a . Y o u n g Modulus of vessel shell material E = 210 GPa. Operating temperature and pressure – 160°C and 0.4 MPa. Wind force acting below the lower 20 m qw1 = 3.0 kN/m, wind force acting above the lower 20 m qw2 = 3.0 kN/m (see picture). 1) After having schematized the distillation column as vertical c antilever, and considering only the bending stiffness of a circular hollow cross-section of external diamet er d = 3.6 m and thickness t = 5 m m . ( i . e . considering as providing stiffness only the section of the vessel), evaluate through an a pplication of the Virtual Work Principle (VWP) the HORIZONTAL DISPLACEMENT at the top of the distillation column. 2) Select 4 points on the…
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