Subject Code & Title: BUIL1258 Structures Materials 2
Conditions of Assessment:
1.This is a group assignment to be completed in groups of no more than 4 students.
2.Students have the option to be marked collectively as a group, or individually for their individual contributions within the assignment. If students wish to be marked individually, this must be clearly nominated on the cover page of your submission document, and each student’s individual contribution clearly stated. Groups who wish to be marked individually must ensure that each student’s individual contribution is equal (i.e. groups of 4 must ensure that they contribute 25% each).
BUIL1258 Structures Materials 2 Assignment 1 – RMIT University Australia.
3.Please submit your assignments in PDF format, including the construction programme (please only submit MS Project files if it is absolutely necessary).
4.Please include your group number as part of the file name for any files you submit.
5.Please include your group number on the cover page of the assignment.
6.Students are reminded that cheating, whether by fabrication, falsification of data, or plagiarism, is an offence subject to University disciplinary procedures. Plagiarism is not acceptable. It is also an offence for students to allow their work to be plagiarised by another student or to include names of colleagues/team members who did not contribute to the project.
Section 2: Construction Programme
Part A:
Develop a basic construction programme for the ‘6OO Church Street’ project
Based on the information provided below, and using the drawings in Appendix B as a reference,develop a basic construction programme for the ‘600 Church Street’ project. Your programme will include the following areas of work:
• Demolition
• Site Establishment
• Retention System
• Bulk Excavation
• Substructure
• Superstructure
Use the following table of activities to programme the works:
The superstructure activities above are for 1 no. level only (Basement 2). Using the example above, programme the remainder of the superstructure works accordingly.
Please ignore the Mezzanine Level as shown on the drawings, and proceed directly from GF – Level 1.
Activity xx can commence once the roof slab (pour 2) is poured.
Form work stripping can commence either 3 days or 28 days following concrete pouring (*note – this refers to 3 or 28 calendar days – not working days)
Calendar:
• CFMEU 36-hour on-site calendar 2021
• Start Date is 13 th January 2021
Format:
• Construction programme must be in the form of a Gantt Chart showing the relationships between activities. MS Project recommended.
• The date of completion of all works must be clearly reflected in the Gantt chart
• For the purpose of this exercise, the super structure works will be considered complete when all form work materials are stripped out
Additionally, please complete the following table as part of your submission document:
• ‘Complete’ refers to the final date/day of the individual activity
• ‘Commence’ refers to the first date/day of the individual activity
Section 3: Reinforcement
Part A:
Measure and quantify all conventional slab reinforcement for Level 2, Slab 1 of the ‘600 Church Street’ project
Based on the drawings in Appendix C, measure and quantify all conventional reinforcement for level 2, slab 1 of the ‘600 Church Street’ project.
Students can make reference to the Australian standard method of measurement (ASMM) whilst undertaking their measurements. Please also refer to the ‘measurement guidelines’ document in Appendix C to assist with this process.
BUIL1258 Structures Materials 2 Assignment 1 – RMIT University Australia.
Please provide all workings-out and measurements to show how you reached your final total tonnage figure.
Your measurement must include all conventional reinforcement in the slab. It will be necessary to refer to a combination of both architectural and structural drawings in order to complete your measurement. Don’t forget to include the following:
• All lapping/splicing of reinforcement as necessary
• All hooks and cogs
• Safety-mesh (SL82) to any beams with a depth of 400 mm or greater
Please use the following table to calculate bar weight:
SL 82 sheet size: 6 m x 2.4 m (52 kg/Sheet)
Safety-mesh is not to be lapped or spliced together.
Maximum bar length is 12 metres.
There is no need to allow for any wastage for reinforcement bars in your final tonnage figure. Please allow for wastage for safety-mesh only.
BUIL1258 Structures Materials 2 Assignment 1 – RMIT University Australia.
Please be aware that the Level 2 floor plate is split into 2 pours: your measure is for slab 1 only.
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