CVE40002 Structural Design of Low Rise Buildings Semester 1, 2023 CVE40002 - Structural Design of Low Rise Buildings SWIN BUR · NE * SWINBURNE UNIVERSITY OF TECHNOLOGY Week 3: Introduction to timber design, and Australian Standards AS 1684 and AS 1720.1 Dr Scott Menegon Semester 1, 2023 CVE40002 - Structural Design of Low Rise Buildings - Week 3 Lecture Lecture overview 1. Design actions - wind (recap from week 1) 2. Introduction to structural timber 3. Typical timber elements in a house 4. Australian Standards for timber design 5. WoodSolutions 6. Introduction to Bluebeam SJM Additional references/reading: · AS 1684 · AS 1720.1 · WoodSolutions technical guides SWIN BUR · NE . WINILEE UNIVERSITY OF TEO NOLOCH Semester 1, 2023 2 Dr Scott Menegon 1 of 22
CVE40002 Structural Design of Low Rise Buildings Semester 1, 2023 CVE40002 - Structural Design of Low Rise Buildings - Week 3 Lecture SWIN BUR · NE * SWINBURNE UNIVERSITY OF TECHNOLOGY 1. Design actions - wind (recap from week 2) Semester 1, 2023 CVE40002 - Structural Design of Low Rise Buildings - Week 3 Lecture SWIN BUR . NE Wind actions to AS 4055 UNPUESITY Of TTO NOLOCH AS/NZS 1170.2:2021 STANDARDS --- AS 4055:2021 STANDARD STANDARDS Australian/New Zealand Standard™ -> Wind loads for housing Structural design actions Part 2: Wind actions SJM Semester 1, 2023 4 Dr Scott Menegon 2 of 22
Semester 1, 2023 CVE40002 Structural Design of Low Rise Buildings CVE40002 - Structural Design of Low Rise Buildings - Week 3 Lecture SWIN BUR . NE . AS/NZS 1170.2 vs AS 4055 · AS/NZS 1170.2 is the full wind · AS/NZS 1170.2 is taught in the second semester subject Infrastructure Design Project . AS 4055 is a reduced simplified version for housing that is used in conjunction with AS 1684 · AS 4055 is essentially used to determine a site wind classification, which is used in AS 1684 · Site wind classification N1 to N6 is for non-cyclonic regions · Site wind classification C1 to C4 is for cyclonic regions Table 2.1(A) - Design gust wind speed (Vt) for non-cyclonic Regions A and B Site wind classification N1 NZ N3 32 N4 39 N5 N6 Design gust wind speed (Vt) at height (h) m/s Serviceability limit state (Vi .: ) 26 26 47 55 Ultimate limit state (Vì,a) 34 40 50 61 74 86 Table 2.1(B) - Design gust wind speed (Va) for cyclonic Regions C and D Design gust wind speed (Vh) at height (h) m/s Site wind classification Serviceability limit state (V.s) Ultimate limit state (Vha) C1 32 50 C2 39 61 47 74 86 C4 55 NOTE Section 3 may present different pressures for the same wind speed depending on classification. SJM Semester 1, 2023 5 CVE40002 - Structural Design of Low Rise Buildings - Week 3 Lecture SWIN BUR . NE . Limitations of AS 4055 Section 1 Scope and general Caves o.s m nax. Dimensions In metres 1.1 Scope Bool pilch 15º max 96' max. This