1450
1450
1450
CL
CL
MEMBER SCHEDULE DECKING
1450
8120 540
F14
N/A
450
450 4770
450 450 475 450 450
1800 1360
450 450 450 450 450
450 450 450 450 450
JOISTS
150 x 50
F14
1920
1680
CL
540
CL
CL
BEARER AND JOIST LAYOUT PLAN
2
BEARERS
2/175 x 75
F14
Construction as Alchemy ARCH10002
1800
single span: 3300 maximum cantilever: 825
section
B
continuous span:3400
Floor Load Width [FLW]: 2400 Ref. Table: TABLE 7 DECK BEARERS - UNSEASONED TIMBER
maximum cantilever: 850 cross section: 100 x 100
concrete
3400
N/A
Stump height above ground is 260 mm. Ref. Table: AS1684
DECK AREA CALCULATIONS:
elev
1
Scale: 1:50
Ref. Table: TABLE 6 DECK JOISTS UNSEASONED
CL
4120
2005
Joists selected to supprt 4.5kN point live load.
maximum cantilever: 540
elev
joist cantilever
N
1995
1350
540
single span: 1300
continuous span:1800
height: 500
230
450
maximum cantilever: 390
STUMPS
bearer cantilever: 100
gap between boards (mm): 5 Ref. Table: TABLE 4 ALLOWABLE DECKING BOARD SPANS
joist spacing
4180 450 450 450 450
2990
35 x 120
joist cantilever
375
1780
MAX. ALLOWABLE SPAN (mm)
CL
MAX. ALLOWABLE SPACING (mm)
1450
CL
MATERIAL (stress grade + timber type)
CL
CL CL CL CL CL CL CL CL CL CL CL CL
CL
HEIGHT (mm) x WIDTH (mm)
bearer spacing
[e.g. F7 unseasoned Cypress]
A
OTHER INFORMATION + REFERENCE TABLE
section
area 01: 4.18 x 1.995=8.3391 area 02: 2.99 x 2.005=5.99495 area 03: 4.77 x 4.12= 19.6524
area 01 + area 02 + area 03 = 8.3391 + 5.99495 + 19.6524 = 33.98645
2018 Semester 1
Studio Leader: Stacie Ng Studio: 17
Name: Yan He Student Number: 980426
Part 1B : Relaxation Deck
B1