The University of South Australia
Steel and Timber design project
[Timber member design]
Haolin Zeng 110253497
Jingjin Li 110234755
Huiyuan Shang 110242782
17/06/2020
1
Contents
Part 1 Design the roof bracing members as F17………………………………………………….2-4
Part 2 Roof beam design with the RB89 (LVL)…………………………………………………5-11
Part 3 First floor beam design with 1PB15 (Glulam timber) ………………………………….12-17
Part 4 Presentation and drawings ………………….……………………………………….….18-19
Reference ……………………………………………………………………………………….20
2
Part 1 Design the roof bracing members as F17
The critical tension member design
3
Critical compression member design
4
5
Part 2 Design loads, design the Roof beam RB89
6
7
8
9
10
11
12
Part 3 Design loads, design the first-floor beam 1PB15
13
14
15
16
17
Figure The critical displacement in Spacegass
18
Part 4 Presentation and Drawings
19
Member schedule
Member type Drawing
number
Member Designed section Comments
Bracing ST-303 ST68 190*45mm F17 seasoned timber It is between gridline B3 and B6.
Strut ST-303 RBR3 190*45mm F17 Soft wood It covers all RBR3 member.
Roof beam ST-303 RB89 Two 75*450hySpan (LVL) It is between gridline B3 and B5.
Floor beam ST-200 1PB15 495*135GL17 It is between gridline B7 and B9. It
connects with
1SB47,1SB46,1SB45,1SB44,1SB43. And
supported by Column 27 and 32. It
pre-cambered 25mm.
20
Reference: The critical pressure with the SpaceGass
Part for 1PB15
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