ENG1001-Assignment-1.docx

1 material properties of spaghetti3 72 test for

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7.1 Material properties of spaghetti…………………………………………………………………………………….3 7.2 Test for failure against tension………………………………………………………………………………………..4 7.3 Test for failure against yielding………………………………………………….……………………………………4 7.4 Test for failure against buckling……………………………………………………………………………………….4 8.0 Discussion 8.1 Design 1…………………………………………………………………………………………………………………………..5 8.2 Design 2…………………………………………………………………………………………………………………………..5 8.3 Design 3…………………………………………………………………………………………………………………………..5 9.0 Conclusion……………………………………………………………………………………………………………………………………5 10.0 Personal Contributions………………………………………………………………………………………………………………5 10.1 Callum Poke………………………………………………………………………………………………………………….5 10.2 Galina Enright…………………..……………………..……………………..……………………..…………………….6 10.3 Tom Andrews…………………..……………………..……………………..……………………..…………………….6 10.4 Robert Vella…………………..……………………..……………………..……………………..……………………….6 Appendices Appendix 1: Failure Load and Self Weight Appendix 2: Reactions Appendix 3: Member forces using method of joints Appendix 4: Method of Sections Appendix 5: Buckling Strength 3
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ENG1001 Report- Bridge$ 3.0 Introduction A truss bridge is to be designed and constructed with solely spaghetti and glue for the ENG1001 group project in week six at Monash University. Certain parameters must be met following the design of the bridge. With a minimum span of 800mm, required to sit on a 200mm block on one end and support a load of at least 1200g. there is also the primary goal to achieve maximum strength to weight ratio of the bridge in order to have an efficient design. Other requirements will be further discussed throughout the report. In this report the design, analysis and build of the bridge will be discussed. Three designs are revealed in the report, and when considering restrictions and requirements for the final product, a conclusion on the ideal design is made with the assistance of the knowledge and theory gained in Materials and Structural Engineering disciplines.
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