B1 100S45-095-550 W5 100S45-095-550 W9 100S45-095-550 Assembly Weight
2 4614mm T2 100S45-095-550 2 392mm W6 100S45-095-550 2 1004mm W10 100S45-095-550 25.1kg Working Sheet: Truss.1
Powered by FRAMECAD Structure ®
2 4765mm W3 100S45-095-550 2 545mm W7 100S45-095-550 2 1157mm W11 100S45-095-550 FRAMECAD 10g-19mm XDrive
2 86mm W4 2 698mm W8 2 1310mm 72
100S45-095-550 100S45-095-550
2 2
239mm 851mm
0
4614
Minimum number of fasteners required is 2 per joint
0
W4
104 0
W10
W9
W8
W7
W6
W5
T2
W11
1341
1341 4614
0
B1
Quantity Required = 2 Mark as HG1 Engineering Status = Non Structural System Name: Envelope:
FRAMECAD_FT_m45 Roof Type: 1338h x 4614w
Company Name
Dwg 646#mx1.dwg
SHEET Design Wind Speed:
View 1 of 15
W80C Truss Pitch:
Client
15 Truss Spacing:
1000
Job No.
2 5000mm T2 100S45-095-550 2 200mm W6 100S45-095-550 2 503mm W10 100S45-095-550 2 1109mm W14 100S45-095-550 34.7kg Working Sheet: Truss.1
2 85mm 2 351mm 2 806mm 2 1412mm 64
W4 100S45-095-550 W8 100S45-095-550 W12 100S45-095-550
2 349mm 2 592mm 2 1318mm
FRAMECAD 10g-19mm XDrive
112
Minimum number of fasteners required is 2 per joint
0
5000
6100
Powered by FRAMECAD Structure ®
2 6781mm W3 100S45-095-550 2 516mm W7 100S45-095-550 2 1157mm W11 100S45-095-550 2 1524mm W15 100S45-095-550 FRAMECAD 10g-16mm Flathead
462
B1 100S45-095-550 W5 100S45-095-550 W9 100S45-095-550 W13 100S45-095-550 Assembly Weight
1443
0 F5
F4
W4
F4
W 8
W1 0
12 F4 F4
F3
F5
B1
F4
1443
5000
-14.6kN 13.7kN
0
-17.8kN 16.1kN
1100
W
W13
W
5462
104 0
W6
W9
F4
W5
F6 F6
W7
F4
14
T2 W11
F3
W15
F4
Quantity Required = 2 Mark as HN1 Engineering Status = 90% System Name: FRAMECAD_FT_m45 Roof Type: SHEET Design Wind Speed: Truss Spacing: 1000 Design Code: AS/NZS 4600:2005 Loading Code: Top Chord Dead Load (kPa): 0.900 Bottom Chord Dead Load (kPa): 0.140 Envelope:
Company Name
Dwg 646#mx1.dwg
View 2 of 15
W80C Truss Pitch: AS/NZS 1170:2002 Top Chord Live Load (kPa): 1799h x 6562w
Client
15 0.250
Job No.
2 5000mm T2 100S45-095-550 2 200mm W6 100S45-095-550 2 503mm W10 100S45-095-550 2 1109mm W14 100S45-095-550 34.7kg Working Sheet: Truss.1
2 85mm 2 351mm 2 806mm 2 1412mm 56
W4 100S45-095-550 W8 100S45-095-550 W12 100S45-095-550
2 349mm 2 592mm 2 1318mm
FRAMECAD 10g-19mm XDrive
112
Minimum number of fasteners required is 2 per joint
0
5000
6100
Powered by FRAMECAD Structure ®
2 6781mm W3 100S45-095-550 2 516mm W7 100S45-095-550 2 1157mm W11 100S45-095-550 2 1524mm W15 100S45-095-550 FRAMECAD 10g-16mm Flathead
462
B1 100S45-095-550 W5 100S45-095-550 W9 100S45-095-550 W13 100S45-095-550 Assembly Weight
1443
0 F5
F4
W4
F4
W 8
W1 0
W
14
F4 F4 F5
B1
F3
1443
5000
-13.9kN 13.0kN
0
-16.9kN 15.2kN
1100
W
12
5462
104 0
W6
W9
F3
W5
F6 F6
W7
F4
W13
W11
T2
W15
F4
Quantity Required = 2 Mark as HN1 Engineering Status = 89% System Name: FRAMECAD_FT_m45 Roof Type: SHEET Design Wind Speed: Truss Spacing: 950 Design Code: AS/NZS 4600:2005 Loading Code: Top Chord Dead Load (kPa): 0.900 Bottom Chord Dead Load (kPa): 0.140 Envelope:
Company Name
Dwg 646#mx1.dwg
View 3 of 15
W80C Truss Pitch: AS/NZS 1170:2002 Top Chord Live Load (kPa): 1799h x 6562w
Client
15 0.250
Job No.
B1 100S45-095-550 W5 100S45-095-550 W9 100S45-095-550 W13 100S45-095-550 W17 100S45-095-550 Assembly Weight
2 5100mm T2 100S45-095-550 2 141mm W6 100S45-095-550 2 329mm W10 100S45-095-550 2 587mm W14 100S45-095-550 2 974mm 30.9kg Working Sheet: Truss.1
100S45-095-550 100S45-095-550 100S45-095-550 100S45-095-550
2 2 2 2
83mm 200mm 458mm 716mm
FRAMECAD 10g-16mm Flathead
56
W4 W8 W12 W16
100S45-095-550 100S45-095-550 100S45-095-550 100S45-095-550
2 252mm 2 670mm 2 786mm 2 1547mm
FRAMECAD 10g-19mm XDrive
120
Minimum number of fasteners required is 2 per joint
0
5100
5550
Powered by FRAMECAD Structure ®
2 5628mm W3 2 277mm W7 2 719mm W11 2 868mm W15
1003
0 F5 F3 F3
W6
F3
0
12
14
F3
0
450
W1 6
F3 F5
B1 -10.3kN 9.3kN
W15
W
W13
W1
W
1003
F3 -9.0kN 8.2kN
F7
5100
W4
0
W5
104
W8
W9
F7
F4
W7
F4
F3
W11
T2
W17
F3
Quantity Required = 2 Mark as HN2 Engineering Status = 79% System Name: FRAMECAD_FT_m45 Roof Type: SHEET Design Wind Speed: Truss Spacing: 700 Design Code: AS/NZS 4600:2005 Loading Code: Top Chord Dead Load (kPa): 0.900 Bottom Chord Dead Load (kPa): 0.140 Envelope:
Company Name
Dwg 646#mx1.dwg
View 4 of 15
W80C Truss Pitch: AS/NZS 1170:2002 Top Chord Live Load (kPa): 1022h x 5550w
Client
10 0.250
Job No.
B1 100S45-095-550 W5 100S45-095-550 W9 100S45-095-550 W13 100S45-095-550 W17 100S45-095-550 Assembly Weight
6 5100mm T2 6 141mm W6 6 329mm W10 6 587mm W14 6 974mm
100S45-095-550 100S45-095-550 100S45-095-550 100S45-095-550
6 5628mm W3 6 277mm W7 6 719mm W11 6 868mm W15
100S45-095-550 100S45-095-550 100S45-095-550 100S45-095-550
6 6 6 6
30.9kg Working Sheet: Truss.1
W4 W8 W12 W16
100S45-095-550 100S45-095-550 100S45-095-550 100S45-095-550
6 252mm 6 670mm 6 786mm 6 1547mm
FRAMECAD 10g-16mm Flathead FRAMECAD 10g-19mm XDrive
312 384
Minimum number of fasteners required is 2 per joint
0
5100
5550
Powered by FRAMECAD Structure ®
83mm 200mm 458mm 716mm
1003
0 F7 F4
F4
F3
W4
0
W9
F5
W8
0
12
W15
W
14
W1 6
F4 F4
F3
F7
B1
1003
F4 -12.8kN 11.7kN
F9
5100
-14.7kN 13.3kN
W
W13
W1
F3
0
450
F5
W6
W7
104
F9
W5
F5
F5 F3
W11
T2
W17
F4
Quantity Required = 6 Mark as HN3 Engineering Status = 67% System Name: FRAMECAD_FT_m45 Roof Type: SHEET Design Wind Speed: Truss Spacing: 1000 Design Code: AS/NZS 4600:2005 Loading Code: Top Chord Dead Load (kPa): 0.900 Bottom Chord Dead Load (kPa): 0.140 Envelope:
Company Name
Dwg 646#mx1.dwg
View 5 of 15
W80C Truss Pitch: AS/NZS 1170:2002 Top Chord Live Load (kPa): 1022h x 5550w
Client
10 0.250
Job No.
2 5000mm T2 100S45-095-550 2 200mm W6 100S45-095-550 2 503mm W10 100S45-095-550 2 1109mm W14 100S45-095-550 33.7kg Working Sheet: Truss.1
2 85mm 2 351mm 2 806mm 2 1412mm 68
W4 100S45-095-550 W8 100S45-095-550 W12 100S45-095-550
2 349mm 2 592mm 2 1318mm
FRAMECAD 10g-19mm XDrive
116
Minimum number of fasteners required is 2 per joint
0
5000
5450
Powered by FRAMECAD Structure ®
2 6108mm W3 100S45-095-550 2 516mm W7 100S45-095-550 2 1157mm W11 100S45-095-550 2 1524mm W15 100S45-095-550 FRAMECAD 10g-16mm Flathead
462
B1 100S45-095-550 W5 100S45-095-550 W9 100S45-095-550 W13 100S45-095-550 Assembly Weight
1443
0 F5
F3
T2
104 0
W4
F7
W6
W 8
W9
F5
W5
F7 F5
W7
W11
W
W13
W
14
F3
W15
F4
F4
12
W1 0 F4
F3
F4
F3
F5
1443 5462
-14.4kN 13.5kN
5000
-13.5kN 11.9kN
0
450
B1
Quantity Required = 2 Mark as HN4 Engineering Status = 72% System Name: FRAMECAD_FT_m45 Roof Type: SHEET Design Wind Speed: Truss Spacing: 950 Design Code: AS/NZS 4600:2005 Loading Code: Top Chord Dead Load (kPa): 0.900 Bottom Chord Dead Load (kPa): 0.140 Envelope:
Company Name
Dwg 646#mx1.dwg
View 6 of 15
W80C Truss Pitch: AS/NZS 1170:2002 Top Chord Live Load (kPa): 1624h x 5912w
Client
15 0.250
Job No.
8 5000mm T2 8 200mm W6 8 503mm W10 8 1109mm W14
100S45-095-550 8 6108mm W3 100S45-095-550 8 516mm W7 100S45-095-550 8 1157mm W11 100S45-095-550 8 1524mm W15 33.7kg Working Sheet: Truss.1
8 85mm W4 100S45-095-550 8 351mm W8 100S45-095-550 8 806mm W12 100S45-095-550 8 1412mm FRAMECAD 10g-16mm Flathead FRAMECAD 10g-19mm XDrive
8 349mm 8 592mm 8 1318mm 304 448
Minimum number of fasteners required is 2 per joint
0
5000
5450
Powered by FRAMECAD Structure ®
100S45-095-550 100S45-095-550 100S45-095-550 100S45-095-550
462
B1 100S45-095-550 W5 100S45-095-550 W9 100S45-095-550 W13 100S45-095-550 Assembly Weight
1443
0 F5
F3
T2
W4
F8
W6
W1 0 F3 F4
F3
F5
B1
1443
F5 -15.1kN 14.2kN
5000
-14.2kN 12.5kN
0
450
W
W13 12
5462
104 0
W 8
W9
F5
W5
F8 F5
W7
W11
W
14
F3
W15
F5
F4
Quantity Required = 8 Mark as HN5 Engineering Status = 76% System Name: FRAMECAD_FT_m45 Roof Type: SHEET Design Wind Speed: Truss Spacing: 1000 Design Code: AS/NZS 4600:2005 Loading Code: Top Chord Dead Load (kPa): 0.900 Bottom Chord Dead Load (kPa): 0.140 Envelope:
Company Name
Dwg 646#mx1.dwg
View 7 of 15
W80C Truss Pitch: AS/NZS 1170:2002 Top Chord Live Load (kPa): 1624h x 5912w
Client
15 0.250
Job No.
B1 100S45-095-550 W5 100S45-095-550 W9 100S45-095-550 W13 100S45-095-550 Assembly Weight
2 4855mm 2 356mm 2 626mm 2 763mm 28.1kg
T2 100S45-095-550 W6 100S45-095-550 W10 100S45-095-550 W14 100S45-095-550 Working Sheet: Truss.1
Powered by FRAMECAD Structure ®
2 4922mm 2 200mm 2 424mm 2 648mm
W3 100S45-095-550 W7 100S45-095-550 W11 100S45-095-550 W15 100S45-095-550 FRAMECAD 10g-16mm Flathead
2 339mm W4 100S45-095-550 2 579mm W8 100S45-095-550 2 689mm W12 100S45-095-550 2 1346mm W16 100S45-095-550 28 FRAMECAD 10g-19mm XDrive
2 2 2 2
125mm 312mm 536mm 873mm 116
Minimum number of fasteners required is 2 per joint
4714
0
901
0
F4 F3
T2
F3 F4
W3
W5
W7
F4
W9
W
11
13 W
F4
70 0
W4
W6
W8
W10
W12
W14
W1 5
W16
F3 F4
F3
901
B1
-3.9kN 3.6kN
-14.0kN 12.7kN
0
-2.9kN 2.6kN
-5.9kN 5.9kN
4714
Quantity Required = 2 Mark as HN6 Engineering Status = Unknown System Name: FRAMECAD_FT_m45 Roof Type: SHEET Design Wind Speed: Truss Spacing: 1025 Design Code: AS/NZS 4600:2005 Loading Code: Top Chord Dead Load (kPa): 0.900 Bottom Chord Dead Load (kPa): 0.140 Envelope:
Company Name
Dwg 646#mx1.dwg
View 8 of 15
W80C Truss Pitch: AS/NZS 1170:2002 Top Chord Live Load (kPa): 902h x 4855w
10 0.250
Client
Job No.
B1 100S45-095-550 W5 100S45-095-550 Assembly Weight
2 1000mm T2 100S45-095-550 2 855mm 7.4kg Working Sheet: Truss.1
Powered by FRAMECAD Structure ®
2 1007mm W3 100S45-095-550
2
FRAMECAD 10g-19mm XDrive
687mm W4 100S45-095-550
2 1102mm
24
Minimum number of fasteners required is 2 per joint
1000
0
883
0
T2
707
W5 W
W3 0
4
883
B1 -2.3kN 1.9kN
-2.7kN 2.8kN
0
1000
Quantity Required = 2 Mark as HN7 Engineering Status = 66% System Name: FRAMECAD_FT_m45 Roof Type: SHEET Design Wind Speed: Truss Spacing: 1075 Design Code: AS/NZS 4600:2005 Loading Code: Top Chord Dead Load (kPa): 0.900 Bottom Chord Dead Load (kPa): 0.140 Envelope:
Company Name
Dwg 646#mx1.dwg
View 9 of 15
W80C Truss Pitch: AS/NZS 1170:2002 Top Chord Live Load (kPa): 883h x 1000w
Client
10.000 0.250
Job No.
B1 100S45-095-550 W5 100S45-095-550 Assembly Weight
4 1000mm T2 100S45-095-550 4 957mm 8.6kg Working Sheet: Truss.1
Powered by FRAMECAD Structure ®
1450
4 1464mm W3 100S45-095-550
4
FRAMECAD 10g-19mm XDrive
789mm W4 100S45-095-550
4 1168mm
48
Minimum number of fasteners required is 2 per joint
1000
0
458
985
0
T2 809
W5 W 4
W3 0
985
B1 -5.0kN 4.4kN
450
-2.4kN 2.6kN
0
1000
1458
Quantity Required = 4 Mark as HN8 Engineering Status = 53% System Name: FRAMECAD_FT_m45 Roof Type: SHEET Design Wind Speed: Truss Spacing: 1075 Design Code: AS/NZS 4600:2005 Loading Code: Top Chord Dead Load (kPa): 0.900 Bottom Chord Dead Load (kPa): 0.140 Envelope:
Company Name
Dwg 646#mx1.dwg
View 10 of 15
W80C Truss Pitch: AS/NZS 1170:2002 Top Chord Live Load (kPa): 985h x 1450w
Client
10.000 0.250
Job No.
B1 100S45-095-550 Assembly Weight
2 892mm T2 100S45-095-550 7.5kg Working Sheet: Truss.1
Powered by FRAMECAD Structure ®
2 892mm W3 100S45-095-550 FRAMECAD 10g-19mm XDrive
6 676mm W4 100S45-095-550 32
2 846mm
Minimum number of fasteners required is 2 per joint
892
0 T2
700
W3
4 W
W3
0
0
W3
700
B1 -2.2kN 2.1kN
-2.2kN 2.1kN
0
892
Quantity Required = 2 Mark as HN9 Engineering Status = 41% System Name: FRAMECAD_FT_m45 Roof Type: SHEET Design Wind Speed: Truss Spacing: 1075 Design Code: AS/NZS 4600:2005 Loading Code: Top Chord Dead Load (kPa): 0.900 Bottom Chord Dead Load (kPa): 0.140 Envelope:
Company Name
Dwg 646#mx1.dwg
View 11 of 15
W80C Truss Pitch: AS/NZS 1170:2002 Top Chord Live Load (kPa): 702h x 892w
Client
0.000 0.250
Job No.
B1 100S45-095-550 Assembly Weight
2 892mm T2 100S45-095-550 8.1kg Working Sheet: Truss.1
Powered by FRAMECAD Structure ®
2 892mm W3 100S45-095-550 FRAMECAD 10g-19mm XDrive
6 781mm W4 100S45-095-550 32
2 928mm
Minimum number of fasteners required is 2 per joint
892
0 T2
805
W3
4 W
W3
0
0
W3
805
B1 -2.2kN 2.1kN
-2.3kN 2.1kN
0
892
Quantity Required = 2 Mark as HN10 Engineering Status = 41% System Name: FRAMECAD_FT_m45 Roof Type: SHEET Design Wind Speed: Truss Spacing: 1075 Design Code: AS/NZS 4600:2005 Loading Code: Top Chord Dead Load (kPa): 0.900 Bottom Chord Dead Load (kPa): 0.140 Envelope:
Company Name
Dwg 646#mx1.dwg
View 12 of 15
W80C Truss Pitch: AS/NZS 1170:2002 Top Chord Live Load (kPa): 806h x 892w
Client
0.000 0.250
Job No.
B1 100S45-095-550 Assembly Weight
2 5616mm T2 100S45-095-550 61.0kg Working Sheet: Truss.1
Powered by FRAMECAD Structure ®
4 5616mm R3 100S45-095-550 FRAMECAD 10g-19mm XDrive
2 5614mm W4 100S45-095-550 132
T2
1450
0
R3 T2
1000
W4
W4
W4
W4
0
W4
W4
W4
450
W4
W4
W4
22 1426mm
Minimum number of fasteners required is 2 per joint
5616
0 W4 1450
B1 0
5616
Quantity Required = 2 Mark as GF1 Engineering Status = Non Structural System Name: Envelope:
FRAMECAD_FT_m45 Roof Type: 1450h x 5616w
Company Name
SHEET Design Wind Speed:
Dwg 646#mx1.dwg
View 13 of 15
W80C Truss Pitch:
15 Truss Spacing:
1000
Client
Job No.
B1 100S45-095-550 Assembly Weight
2 6081mm T2 100S45-095-550 64.0kg Working Sheet: Truss.1
Powered by FRAMECAD Structure ®
4 6081mm R3 100S45-095-550 FRAMECAD 10g-19mm XDrive
2 6079mm W4 100S45-095-550 132
22 1426mm
0
6081
Minimum number of fasteners required is 2 per joint
0
W4
W4
W4
W4
W4
W4
450
W4
R3 T2
W4
1000 W4
0
W4
T2
W4
1450
1450
0
6081
B1
Quantity Required = 2 Mark as GF2 Engineering Status = Non Structural System Name: Envelope:
FRAMECAD_FT_m45 Roof Type: 1450h x 6081w
Company Name
Dwg 646#mx1.dwg
SHEET Design Wind Speed:
View 14 of 15
Client
W80C Truss Pitch:
15 Truss Spacing:
1000
Job No.
2 1455mm T2 100S45-095-550 18.4kg Working Sheet: Truss.1
Powered by FRAMECAD Structure ®
4 1455mm R3 100S45-095-550 FRAMECAD 10g-19mm XDrive
2 1453mm W4 100S45-095-550 48
8 1426mm
0
1455
Minimum number of fasteners required is 2 per joint
T2
1450
0
R3 T2
0
450
W4
W4
W4
1000
W4
B1 100S45-095-550 Assembly Weight
1450 1455
0
B1
Quantity Required = 2 Mark as GF3 Engineering Status = Non Structural System Name: Envelope:
FRAMECAD_FT_m45 Roof Type: 1450h x 1455w
Company Name
Dwg 646#mx1.dwg
SHEET Design Wind Speed:
View 15 of 15
Client
W80C Truss Pitch:
10.000 Truss Spacing:
1000
Job No.