Instructions From Tutor
Please download the eTask3 spreadsheet from Canvas and save the eTask spread as an Excel file. The main content of the force method is taught in Lectures 6,7&8.
eTask3.1 is a 1-fold statically indeterminate problem and eTask3.2 is a 2-fold statically indeterminate problem.
You need to complete the eTask and upload to Canvas before the due date. Two files must be submitted through Canvas: the eTask3 spreadsheet that includes answers (an excel file named “eTask3_”+studentID+”.xlsm”) and the eTask3 report that includes your working-out (a pdf file named “eTask3_”+studentID+”.pdf”). The eTask3 spreadsheet is marked by using a computer program based on your answers only (worth 4 marks). The eTask3 report will be mainly marked based on the method and working-out manually (worth 16 marks).
The eTask3 report needs to include the worked solutions, such as the method, the necessary drawings, equilibrium equations etc. Your student number should be at the bottom of each page.
? Please download the eTask3 spread sheet from Canvas and save the eTask3 spread sheet as a .xlsm file. When you open the file, please Enable Macros and input your name and student ID on the title page to generate the dataset in those two questions. The main content of the force method is taught in Lectures 6-8.
? Students need complete the eTask and upload to Canvas before the due time. Please submit two files: a) the eTask3 spread sheet (the excel file) that includes answers (an excel file named -eTask3–+studentID+-.xlsm-); b) the eTask3 report (the pdf file) that includes detailed working out (a pdf file named -eTask3–+studentID+-.pdf-). The eTask3 spread sheet (worth 4 marks) is marked by a computer program based on the answers only. The eTask3 report (worth 16 marks) will be marked manually based on the working-out, such as the method, the necessary drawings, equilibrium equations etc.
In relation to the above requirements my student name and number are as follows:
Please ensure that it is written at the bottom of each page in the worked solutions. The units and directions should be provided in the solution as well. No Software is required for this task.
Assignment
Etask 3.1
We need to calculate the absolute values and provide the worked out solutions with units and direction.
The units and direction for the table above are a multiple choice questions they are as follows:
Please choose the correct Units for all the parts of Etask 3.1. The options are as follows:
1) kN
2) kNm
3) Radians
4) m
Please choose the correct Directions for all the Reactions and Displacement parts of Etask 3.1. The options are as follows (Note that these option relate only for Reactions and Displacement parts):
1) Left
2) Right
3) Up
4) Down
Please choose the correct Directions for Internal Actions parts of Etask 3.1. The options are as follows. (Note that each part has different option only for Internal Actions parts):
Part 1: Bending Moment in AB at B: MB = 1) Tension Top Fibre 2) Tension Bottom Fibre
Part 2: Bending Moment in BC at C: Mc = 1) Tension Right Fibre 2) Tension Left Fibre
Part 3: Shear Force in BA at B: VBA = 1) Positive 2) Negative
Part 4: Shear Force in CB at C: VCB = 1) Positive 2) Negative
ETask 3.2
We need to calculate the absolute values and provide the worked out solutions with units and direction.
The units and direction for the table above are a multiple choice questions they are as follows:
Please choose the correct Units for all the parts of Etask 3.2. The options are as follows:
1) kN
2) kNm
3) Radians
4) m
Please choose the correct Directions for the Reactions parts 1-4 and Member Forces Part 5 of Etask 3.2. The options are as follows. Note that this includes Reactions Ax, Ay, Dx and Dy only and Member Forces Vertical Displacement Cy (Note that these option relate only for these relevant parts) :
1) Left
2) Right
3) Up
4) Down
Please choose the correct Directions for Reaction part 5 and Member Forces Part 1-4 of Etask 3.2. The options are as follows. (Note that each part has different option only for the relevant parts):
Reactions Part 5 : MD = 1) 2)
Member Forces
Part 1: Bending Moment in AB at B: MB = 1) Tension Top Fibre 2) Tension Bottom Fibre
Part 2: Bending Moment in BC at C: Mc = 1) Tension Right Fibre 2) Tension Left Fibre
Part 3: Shear Force in BA at B: VBA = 1) Positive 2) Negative
Part 4: Shear Force in CB at C: VCB = 1) Positive 2) Negative