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CIVL3180 Theory of Structures 2
Question:
Submission
You will be required to submit your assignment online through Blackboard. Be aware that a component of the mark will pertain to your report quality. As per the University policy, 10% penalty will be deducted for each day (including weekend) that an assignment is late. Your submission must include Assessment Item Cover Sheet (please fill the required fields there), which can be found on Blackboard.
Objective Of The Assignment
The purpose of this assignment is to practice the application of the stiffness method for the analysis of indeterminate trusses, beams and frames.
Writing Instructions
Your submission should include clear solution plan you follow and detailed calculations that can be easily checked. Make sure you clearly state any assumptions made and provide all necessary references to the source of information. You will be penalised if your quality of presentation is not satisfactory.
Marking Criteria
This assignment has very straightforward marking criteria:
- Correctness of solution.
- Explanations of solution steps and calculations present.
- Readability (tidiness, organization, formatting).
Questions?
If you experience difficulties when working on this assignment, you are welcome to come and see the course coordinator to ask questions. I have an open door policy. If you cannot find me, send me an email to arrange for a meeting.
Feedback
A typical solution will be uploaded on blackboard and this solution will be discussed in tutorial.
General feedback will then be given. With all this, you will be in a position to identify how you have performed relative to other students in the class. If you have any questions, you are welcome to discuss them with course coordinator.
Q1 Using the Stiffness Method procedure identify nodes, elements and degrees of freedom (neglect axial stiffness) for the beam shown below. Form member and structure stiffness matrices and compute displacements, reactions and internal forces developed in the beam. Note that there is a hinge at B. Take E = 200 GPa, I = 1000 cm4.
Q2 The system shown below is comprised of the cantilever beam AB and the supporting truss BC connected to each other by a pin joint at B. Using the Stiffness Method compute the displacements and internal forces developed in the system under applied load. Use frame element to model member AB to account for axial stiffness. Take E = 200 GPa, IAB = 200×106 mm4 , AAB = 2×104 mm2 , ABC = 4×103 mm2.
Bonus
Q3. The bonus part contributes extra 1% towards your final mark for this course. By other words the assignment done without bonus is worth 9%, while with bonus completed it is worth 10% of final grade.
CIVL3180 Theory of Structures 2
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