AS1684: Timber Framing Code Non-Cyclonic Wind Classification Zone - Engineering Assignment Help

Assignment Task:

Task:

Overview of Assignment

Your proposed granny flat project (CDC) is to be constructed using timber framing in a non-cyclonic wind classification zone – category N2. You are required to design the timber framing members in accordance with the AS1684 Residential Timber-Framed Construction and the HySPAN tables where required. The HySPAN tables have been uploaded to the Assignment 2 folder on vUWS. Note: You can download the free copy of the AS1684.4 2010 from the WSU Library website through: Standards On-Line Premium (SAI Global) by copying and pasting the below link. https://subjectguides.library.westernsydney.edu.au/buildingandconstruction

AS1684 has four parts; these include: Part 1 Design criteria; Part 2 Non-cyclonic areas; Part 3 Cyclonic areas; and Part 4 Simplified - non-cyclonic areas. This standard is the only framing standard adopted by the NCC/BCA as a deemed-to-satisfy solution for structural timber framework. However, there are other standards for structural steel framework and brickwork together with commercially based timber engineered solutions, such as the Hyspan tables we will also use.

Task

There are three sections for this assignment. Each section has some sub-questions. To answer these questions, you are required to utilise the appropriate AS1684 and Hyspan tables, floor plans and elevations, located on vUWS under Assignment 2.

SECTION 1 - Wall and roof framing (17.5 marks)

· Using the tables from AS1684, calculate the minimum size (spans, lengths, heights and sectional size etc) of the nominated timber members which will act as a uniform construction for the Elevations wall frames of your project home. NB: Drawings indicate a sheet (metal), trussed roof @ 4.5 deg. pitch. Assume wall studs at 450mm centres with 90/100mm frame. Use only SEASONED timber as nominated and DO NOT use alternative sections as noted in Table A1.

Q1. (3 Mark) F8

Q2. (1 Mark) F8

Common wall studs

(not notched)

Use the stud height’

XX x XX mm Bottom Plates (not trenched) XX x XX mm

Q3. (1 Mark) MGP10 Q4. (2 Mark) F8

Top Plates

(not trenched)

XX x X

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