Truss Calculation
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Exemplu pentru realizarea sarpantelor prefabricate cu placi multicui Wolf cu lista de taiere si necesar de lemn si placi
Transcript of Truss Calculation
-
21-Jul-14
SC JirmaN Engineering SRL
Client: Ureche DinuProject : : 12
Design By : -
Contract No. :
Version:6.71EC5
Page: 1
Truss Reference : B1
Wolf-Truss Programm zur Berechnung von Nagelplattenkonstruktionen
S YS TE M
________________________________________________________________________________
R 1R 1
R 1R 1
R 1R 1
R 1 R 2R 2
R 2R 2
R 2R 2
R 2
C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1
W 1 W 2W 3
W 4 W 5 W 6W 7
W 8 W 9 W 1 0W 1 1 W 1 2
W 1 3 W 1 4 W 1 5W 1 6
W 1 7 W 1 8 W 1 9W 2 0
W 2 1 W 2 2
( 1 ) ( 2 )
( 3 )( 4 )
( 5 )( 6 )
( 7 ) ( 8 ) ( 9 )( 1 0 )
( 1 1 )( 1 2 )
( 1 3 )
( 1 4 ) ( 1 5 )
( 1 6 ) ( 1 7 ) ( 1 8 ) ( 1 9 ) ( 2 0 ) ( 2 1 ) ( 2 2 ) ( 2 3 ) ( 2 4 ) ( 2 5 ) ( 2 6 ) ( 2 7 )
1 .5641 .560
3 5 3
1 .562
5 0 41 .713
1 . 5 62
1 .5621 . 7 1 3
504
1 . 5 6 2
3531 . 5 6 2
1 .562
1 . 5 5 0 1 .7 0 01 . 5 5 0 1 .5 5 01 . 7 0 0 1 .5 5 0 1 . 5 5 0 1 .5 5 0 1 . 5 5 07 0 0 1 . 5 5 0
5 0 05 0 0 1 6 .5 0 0
1.8
408
27
82
7
7 .0
________________________________________________________________________________ CUTTING LIST ________________________________________________________________________________ ________________________________________________________________________________ All Timbers Treated ________________________________________________________________________________ No. Trusses = 24
24 No. Rafter 1 48/180 S10
c/l: 3.358 o/all: 3.369
Stock Length: Stock: 24 x 3.400 83.0
90.0
3.347
3.369
3.3583.369
24 No. Rafter 1 48/180 S10
c/l: 2.361 o/all: 2.361
Stock Length: Stock: 24 x 2.400
90.0 90.0
2.361
2.361
2.3612.361
24 No. Rafter 1 48/180 S10
c/l: 3.097 o/all: 3.108
Stock Length: Stock: 24 x 3.200
83.0 90.0
3.108
3.086
3.0973.108
-
21-Jul-14
SC JirmaN Engineering SRL
Client: Ureche DinuProject : : 12
Design By : -
Contract No. :
Version:6.71EC5
Page: 2
Truss Reference : B1
Wolf-Truss Programm zur Berechnung von Nagelplattenkonstruktionen
S YS TE M
24 No. Rafter 2 48/180 S10
c/l: 3.088 o/all: 3.099
Stock Length: Stock: 24 x 3.200
90.0 83.0
3.099
3.077
3.0883.099
24 No. Rafter 2 48/180 S10
c/l: 5.728 o/all: 5.739
Stock Length: Stock: 24 x 5.800 83.0
90.0
5.717
5.739
5.7285.739
48 No. C.tie 1 48/180 S10
c/l: 2.850 o/all: 2.850
Stock Length: Stock: 48 x 2.900
90.0 90.0
2.850
2.850
2.8502.850
48 No. C.tie 1 48/180 S10
c/l: 3.100 o/all: 3.100
Stock Length: Stock: 48 x 3.200
90.0 90.0
3.100
3.100
3.1003.100
48 No. C.tie 1 48/180 S10
c/l: 2.300 o/all: 2.300
Stock Length: Stock: 48 x 2.400
90.0 90.0
2.300
2.300
2.3002.300
48 No. Web 1&22 48/180 S10
c/l: 477 o/all: 488
Stock Length: Stock: 48 x 500
90.0 83.0
488
466
477488
48 No. Web 2&21 48/100 S10
c/l: 1.558 o/all: 1.558
Stock Length: Stock: 48 x 1.600 25.2 71.8
18.2 71.8
1.436
1.390
1.5581.558
48 No. Web 3&20 48/80 S10
c/l: 674 o/all: 679
Stock Length: Stock: 48 x 700
90.0 83.0
679
669
674679
-
21-Jul-14
SC JirmaN Engineering SRL
Client: Ureche DinuProject : : 12
Design By : -
Contract No. :
Version:6.71EC5
Page: 3
Truss Reference : B1
Wolf-Truss Programm zur Berechnung von Nagelplattenkonstruktionen
S YS TE M
48 No. Web 4&19 48/100 S10
c/l: 1.703 o/all: 1.703
Stock Length: Stock: 48 x 1.800 59.7 23.3
59.7 30.3
1.558
1.589
1.7031.703
48 No. Web 5&18 48/80 S10
c/l: 865 o/all: 870
Stock Length: Stock: 48 x 900
90.0 83.0
870
860
865870
48 No. Web 6&17 48/100 S10
c/l: 1.708 o/all: 1.708
Stock Length: Stock: 48 x 1.800 37.6 59.4
30.6 59.4
1.613
1.593
1.7081.708
48 No. Web 7&16 48/80 S10
c/l: 1.055 o/all: 1.060
Stock Length: Stock: 48 x 1.100
90.0 83.0
1.060
1.050
1.0551.060
48 No. Web 8&15 48/100 S10
c/l: 1.923 o/all: 1.923
Stock Length: Stock: 48 x 2.000 49.8 33.2
49.8 40.2
1.804
1.822
1.9231.923
48 No. Web 9&14 48/80 S10
c/l: 1.245 o/all: 1.250
Stock Length: Stock: 48 x 1.300
90.0 83.0
1.250
1.240
1.2451.250
48 No. Web 10&13 48/100 S10
c/l: 1.922 o/all: 1.922
Stock Length: Stock: 48 x 2.000 47.6 49.4
40.6 49.4
1.833
1.821
1.9221.922
48 No. Web 11&12 48/100 S10
c/l: 1.436 o/all: 1.442
Stock Length: Stock: 48 x 1.500
90.0 83.0
1.442
1.430
1.4361.442
-
21-Jul-14
SC JirmaN Engineering SRL
Client: Ureche DinuProject : : 12
Design By : -
Contract No. :
Version:6.71EC5
Page: 4
Truss Reference : B1
Wolf-Truss Programm zur Berechnung von Nagelplattenkonstruktionen
S YS TE M
4 No. Ladder F1&B148/180 C24
c/l: 3.358 o/all: 3.369
Stock Length: Stock: 4 x 3.400 83.0
90.0
3.347
3.369
3.3583.369
4 No. Ladder F1&B148/180 C24
c/l: 2.361 o/all: 2.361
Stock Length: Stock: 4 x 2.400
90.0 90.0
2.361
2.361
2.3612.361
4 No. Ladder F1&B148/180 C24
c/l: 3.097 o/all: 3.108
Stock Length: Stock: 4 x 3.200
83.0 90.0
3.108
3.086
3.0973.108
2 No. Ladder E1 48/133 C24
c/l: 3.351 o/all: 3.359
Stock Length: Stock: 2 x 3.400
90.0 83.0
3.359
3.343
3.3513.359
2 No. Ladder E1 48/133 C24
c/l: 3.359 o/all: 3.359
Stock Length: Stock: 2 x 3.400
90.0 90.0
3.359
3.359
3.3593.359
2 No. Ladder E1 48/133 C24
c/l: 2.106 o/all: 2.114
Stock Length: Stock: 2 x 2.200 83.0
90.0
2.098
2.114
2.1062.114
64 No. Noggings N1&N248/47 C24
c/l: 1.304 o/all: 1.304
Stock Length: Stock: 64 x 1.400
90.0 90.0
1.304
1.304
1.3041.304
4 No. Ladder F2&B248/180 C24
c/l: 3.088 o/all: 3.099
Stock Length: Stock: 4 x 3.200
83.0 90.0
3.099
3.077
3.0883.099
-
21-Jul-14
SC JirmaN Engineering SRL
Client: Ureche DinuProject : : 12
Design By : -
Contract No. :
Version:6.71EC5
Page: 5
Truss Reference : B1
Wolf-Truss Programm zur Berechnung von Nagelplattenkonstruktionen
S YS TE M
4 No. Ladder F2&B248/180 C24
c/l: 5.728 o/all: 5.739
Stock Length: Stock: 4 x 5.800 83.0
90.0
5.717
5.739
5.7285.739
2 No. Ladder E2 48/133 C24
c/l: 5.721 o/all: 5.729
Stock Length: Stock: 2 x 5.800
90.0 83.0
5.729
5.713
5.7215.729
2 No. Ladder E2 48/133 C24
c/l: 3.095 o/all: 3.103
Stock Length: Stock: 2 x 3.200 83.0
90.0
3.087
3.103
3.0953.103
-
21-Jul-14
SC JirmaN Engineering SRL
Client: Ureche DinuProject : : 12
Design By : -
Contract No. :
Version:6.71EC5
Page: 6
Truss Reference : B1
Wolf-Truss Programm zur Berechnung von Nagelplattenkonstruktionen
S YS TE M
________________________________________________________________________________
R 1R 1
R 1R 1
R 1R 1
R 1 R 2R 2
R 2R 2
R 2R 2
R 2
C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 1
W 1 W 2W 3
W 4 W 5 W 6W 7
W 8 W 9 W 1 0W 1 1 W 1 2
W 1 3 W 1 4 W 1 5W 1 6
W 1 7 W 1 8 W 1 9W 2 0
W 2 1 W 2 2
( 1 ) ( 2 )
( 3 )( 4 )
( 5 )( 6 )
( 7 ) ( 8 ) ( 9 )( 1 0 )
( 1 1 )( 1 2 )
( 1 3 )
( 1 4 ) ( 1 5 )
( 1 6 ) ( 1 7 ) ( 1 8 ) ( 1 9 ) ( 2 0 ) ( 2 1 ) ( 2 2 ) ( 2 3 ) ( 2 4 ) ( 2 5 ) ( 2 6 ) ( 2 7 )
1 . 5 64
1 . 5 60353
1 . 5 62
5041 . 7 1
31 .5621 . 5 6 2
1 .7135 0 4
1 .562
3 5 3
1 .5621 . 5 6 2
1 .5 5 0 1 . 7 0 01 .5 5 0 1 . 5 5 01 .7 0 0 1 . 5 5 0 1 .5 5 0 1 . 5 5 0 1 .5 5 07 0 0 1 .5 5 0
5 0 05 0 0 1 6 . 5 0 0
1.8
40
82
7
82
7
7 . 0
________________________________________________________________________________ STOCK LIST ________________________________________________________________________________ No. Trusses = 24 Nett Timber Cube = (1/24 trusses) 0.432 / 10.364 m3Gross Timber Cube =(1/24 trusses) 0.445 / 10.681 m3Truss Weight = (1/24 trusses) 259 / 6228 kg Plates = (1/24 trusses) WOLF15N: 1.558 / 37.391 m2; BMF 2.0: 0.120 / 2.880 m2; ________________________________________________________________________________ All Timbers Treated ________________________________________________________________________________ TIMBER Ref Grade Wid x Depth Len.O/A No.Reqd. No. Length Pack No. Rafters1 S10 24 48/180 3.369 80.856 3.400 81.600 1 S10 24 48/180 2.361 56.664 2.400 57.600 1 S10 24 48/180 3.108 74.592 3.200 76.800 2 S10 24 48/180 3.099 74.376 3.200 76.800 2 S10 24 48/180 5.739 137.736 5.800 139.200 Ceiling Ties1 S10 48 48/180 2.850 136.800 2.900 139.200 1 S10 48 48/180 3.100 148.800 3.200 153.600 1 S10 48 48/180 2.300 110.400 2.400 115.200 Webs1&22 S10 48 48/180 488 23.424 500 24.000 2&21 S10 48 48/100 1.558 74.784 1.600 76.800 3&20 S10 48 48/ 80 679 32.592 700 33.600 4&19 S10 48 48/100 1.703 81.744 1.800 86.400 5&18 S10 48 48/ 80 870 41.760 900 43.200
-
21-Jul-14
SC JirmaN Engineering SRL
Client: Ureche DinuProject : : 12
Design By : -
Contract No. :
Version:6.71EC5
Page: 7
Truss Reference : B1
Wolf-Truss Programm zur Berechnung von Nagelplattenkonstruktionen
S YS TE M
6&17 S10 48 48/100 1.708 81.984 1.800 86.400 7&16 S10 48 48/ 80 1.060 50.880 1.100 52.800 8&15 S10 48 48/100 1.923 92.304 2.000 96.000 9&14 S10 48 48/ 80 1.250 60.000 1.300 62.400 10&13 S10 48 48/100 1.922 92.256 2.000 96.000 11&12 S10 48 48/100 1.442 69.216 1.500 72.000 Gable RaftersF1&B1 C24 4 48/180 3.369 13.476 3.400 13.600 F1&B1 C24 4 48/180 2.361 9.444 2.400 9.600 F1&B1 C24 4 48/180 3.108 12.432 3.200 12.800 E1 C24 2 48/133 3.359 6.718 3.400 6.800 E1 C24 2 48/133 3.359 6.718 3.400 6.800 E1 C24 2 48/133 2.114 4.228 2.200 4.400 NoggingsN1&N2 C24 64 48/ 47 1.304 83.456 1.400 89.600 F2&B2 C24 4 48/180 3.099 12.396 3.200 12.800 F2&B2 C24 4 48/180 5.739 22.956 5.800 23.200 E2 C24 2 48/133 5.729 11.458 5.800 11.600 E2 C24 2 48/133 3.103 6.206 3.200 6.400 Total Lengths Abmess. S-Kl. Brutto Ges. Netto Ges. 48*180 S10 864.000 metres 843.648 metres 48*100 S10 513.600 metres 492.288 metres 48*80 S10 192.000 metres 185.232 metres 48*180 C24 72.000 metres 70.704 metres 48*133 C24 36.000 metres 35.328 metres 48*47 C24 89.600 metres 83.456 metres NAIL PLATES Code Width x Depth Number Req. 0715 WOLF15N 576 76 x 152 1020 WOLF15N 264 102 x 203 1030 BMF 2.0 96 100 x 300 1225 WOLF15N 192 127 x 254 1720 WOLF15N 288 178 x 203 1230 WOLF15N 288 127 x 305
