Matlab Finite Element Method
CIVL6150: Finite Element Methods Spring 2019 Assignment # 2 (Trusses) Submission: 18 March 2019 The skylight of the main atrium in Mall of Oman has to be supported using trusses. The truss supports a roof system carrying distributed loads. Truss type: Howe. Truss heigth: 5 ft Number of panels: 10 Truss span: 50 x 50 ft load per unit area: 20 lb/ft^2 Yield Strength :355 Mpa Considering that the load only acts on the joints, use a single or separate Script/Function in MATLAB to investigate the following relationships: Between the cross-sectional area of the element vs a. Maximum Deflection in the Truss. b. Maximum Tensile Stress in the truss. c. Maximum Compressive Stress in the truss. d. What value of the cross-sectional area satisfies the maximum deflection limit of Span/300. Deflection limits This means that to calculate the deflection in the truss whichspans 6,000 mm, divide 6,000 by 300. So a span of 6,000 mm has a maximumallowable deflection of 20 mm
Despre mine
Hi, i'm Internet of things, machine learning, networking, lighting, power distribution, automation and control expert, i have experience working in electromechanical systems and control - design and building, automated machines, industrial networks, electrical grids, electrical vehicles, renewable energy, distribution substations, grounding, coordination of protections. I can develop for you designs, plans, bill of materials, budgets and simulations; Autocad, solidworks, matlab, simulink, simscape, pscad, proteus, electrical / mechanical engineering. I am Scientist, electromechanical engineer, building foreman. I can help You with specialized designs, command over digital simulations and written reports. I have more of twelve years of experience developing science and engineering works and researches. I'm ready to take any task that you got for me, come on and take professional assistance. I am an engineer specialized in the execution and management of projects that require comprehensive multidisciplinary solutions. I have participated in the development of different design, construction, processing and brokerage projects for electromechanical systems and real estate. Experience and capacity in design, sizing, development, execution and supervision of projects, according to technical standards and particular specifications in these areas of work. “The scientific man does not aim at an immediate result. He does not expect that his advanced ideas will be readily taken up. His work is like that of the planter - for the future. His duty is to lay the foundation for those who are to come, and point the way.” Nikola Tesla
