- Qa6 Conclusions And Summary Write A Conclusions Section For Part A Explaining How You Have Integrated The Learning In T 1 (27.57 KiB) Viewed 45 times
- Qa6 Conclusions And Summary Write A Conclusions Section For Part A Explaining How You Have Integrated The Learning In T 2 (115.91 KiB) Viewed 45 times
- Qa6 Conclusions And Summary Write A Conclusions Section For Part A Explaining How You Have Integrated The Learning In T 3 (115.91 KiB) Viewed 45 times
- Qa6 Conclusions And Summary Write A Conclusions Section For Part A Explaining How You Have Integrated The Learning In T 4 (115.91 KiB) Viewed 45 times
QA6-CONCLUSIONS AND SUMMARY. Write a conclusions section for part A explaining how you have integrated the learning in the Structures part of this module, that you studied with Refer to your calculations in Part A of this coursework. Please prepare your conclusions clearly using a maximum of 300 words.
QA3- The coupling shown in Figure 3 is constructed from steel of rectangular cross section and is designed to transmit a tensile force of 50 KN . If the diameter of the bolt is 20 mm , calculate: (i) the shear stress in the bolt, giving your answer in MN/m²; (2 Marks) the direct stress in the plate, giving your answer in MN / m²; (2 Marks) (iii) the direct stress in the forked end of the coupling, giving your answer in MN / m2 (1 Marks) = Bolt 6 mm 50 KN 50 KN 50 mm 6 mm 6 mm 6mm Figure 3 QA4-Torsion Theory A hollow shaft of 100 mm external diameter and 50 mm internal diameter transmits 60 kW at a mean speed of 60 rev/min. If the maximum torque is 1.5 times the mean torque, determine: the minimum and maximum shear stresses produced in the shaft at the mean speed; (7 Marks) the maximum angle of twist per metre length. (3 Marks) Take the Modulus of Rigidity of the shaft to be G = 80 GPa. QA5-Poisson's Effect A rectangular bar of dime 4 of 7mm 100 mm x 200mm is subjected to two perpendicular loads consisting of a 800KN tensile force and a 500 KN compressive force, as shown in Figure 4. If the values of Young's modulus, E, and Poisson's ration, v, for the bar are 200 GN / m² and 0.3 respectively,