timber truss drawings 16
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7/30/2019 Timber Truss Drawings 16
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TRUSS PLANRoof surface m2 5086.129
2
2
6250
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350
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6000 6000 6000 6000 6000 6000 6000 6000 5650350
6000 6000 6000 6000 6000 6000 5000 5000
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VB1
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VB1
VB1
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VB1
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JOB NO.Complex_16
CODE TYPE NO.
WoodCon, LtdREG.LV41203036961Ph:+37129332958e-mail: [email protected]
20120409
DRAWN CHECKED
DRAWING NUMBER REG.
SCALE 1:575
GENERAL NOTES
1. This drawing and associated calculations is the property ofWoodCon, Ltd.. Any copying, distribution andusage of these drawings without the permission fromWoodCon, Ltd, is not allowed.
2. Loads:
- Dead load roof: 250 N/m- Dead load ceiling: 250 N/m- Snow load: 1200 N/m- Wind load, (velocity pressure): 965.592 N/m
3. A detailed design of suspension between construction partsis not made by WoodCon, Ltd.This is assumed to be made by the client/building designer.
4. It needs to be verified that the roof layout, trusses and supportingsystem is in compliance with the wishes/demands of the clientbefore the production of the trusses starts.
5. Wind and stability bracing of the building:Out of plane bracing of trusses and stability bracing of the building
need to be calculated separately on a building of this size.This is not made by WoodCon, Ltd, but isassumed to be done by the building designer.
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7/30/2019 Timber Truss Drawings 16
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B2 - 38 no. 3-ply
1
2 3 45 6 7
8 9 10 11 1213 14 15
16 1718
19202122232425262728293031323334
245
0
1752 1950 2680 1950 2208 1953 2206 2200 1958 2214 1897 2272
240 5282 4327 5542 3899 5710 2401657 2148 2439 2169 2017 2142 2234 2020 2153 2005 2079 2177
25240
3331
BRACINGS ACCORDING TO TIMBER TABLE AND STABILITY OF THE TRUSS SYSTEM SHALL BE DESIGNED SEPARATELY
INDICATES BRACING
Weight: 641 kg/ply
, 20120306
DRAWN CONSTR.BY CHECKED JOB NO.
Complex_16CODE TYPE NO. DRAWING NUMBER
B2REG.
WoodCon, LtdREG.LV41203036961
Ph:+37129332958e-mail: [email protected]
SCALE 1:95
VERSION:
2011
SR
3c
TIME:
17.
16
GENERAL DIRECTIONS:THE STRUCTURE HAS BEEN CALCULATED USINGCOMPUTER PROGRAM "TRUSSCON". LIC.NO: 15323CODE TIMBER: BKR03 (BFS2005:18)
CODE FASTENER: GODKNNANDE-REGLER No 4 1974.
GENERAL SETTINGS:TIMBER THICKNESS: (mm) 3 x 70TRUSS CENTRES: (mm) 6000CLIMATE CLASS: 2SAFETY CLASS: 2
LOADS (N/m):
SNOW LOAD (BASE VALUE): 1200WIND LOAD (BASE VALUE): 965
LIVE LOAD: NO FIXED RF FREE RF1 500 0.50
DEAD LOADS: SEE TIMBER TABLE
OTHER LOADS AS PER CALC. PRINT-OUT
TIMBER: THICKNESS 70 mm 3 PLY
CONSTR.-PART
DEPTHmm
GRADE BRACINGmm/pcs
LOADN/m
1-22-1818-1919-117-194-3416-204-3116-237-3113-237-2813-2610-2610-283-344-3317-2016-2110-276-317-308-2812-2613-2414-231-3
951951202201701451451201201201209595
1201209595959595959595959595
145
K18K24K24K24K24K24K24K24K24K24K24K18K18K24K24K18K18K18K18K18K18K18K18K18K18K18K24
None< 1190
NoneFull1 pcs1 pcs1 pcsNoneNone1 pcs1 pcsNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNone1 pcs
150250150250
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VB1 - 10 no. 1-ply
1
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
3132333435363738394041424344454647484950515253545556575859
5715
2252 634 1817 815 1569 710 1809 737 1690 625 1690 738 2360 708 1569 815 1817 634 2252
95 2450 2450 2450 2450 2450 2450 2999 2450 2425 2475 952128 698 1757 752 1629 773 1749 674 1750 68822 1911 675 2300 770 1629 752 1757 698 2128
25240
5715
BRACINGS ACCORDING TO TIMBER TABLE AND STABILITY OF THE TRUSS SYSTEM SHALL BE DESIGNED SEPARATELY
Weight: 957 kg/ply
, 20120306
DRAWN CONSTR.BY CHECKED JOB NO.
Complex_16CODE TYPE NO. DRAWING NUMBER
VB1REG.
WoodCon, LtdREG.LV41203036961
Ph:+37129332958e-mail: [email protected]
SCALE 1:95
VERSION:
2011
SR
3c
TIME:
17.
18
GENERAL DIRECTIONS:THE STRUCTURE HAS BEEN CALCULATED USINGCOMPUTER PROGRAM "TRUSSCON". LIC.NO: 15323CODE TIMBER: BKR03 (BFS2005:18)
CODE FASTENER: GODKNNANDE-REGLER No 4 1974.
GENERAL SETTINGS:TIMBER THICKNESS: (mm) 70TRUSS CENTRES: (mm) 1CLIMATE CLASS: 2SAFETY CLASS: 2
LOADS (N/m):
SNOW LOAD (BASE VALUE): 1200WIND LOAD (BASE VALUE): 965
LIVE LOAD: NO FIXED RF FREE RF1 500 0.50
DEAD LOADS: SEE TIMBER TABLE
OTHER LOADS AS PER CALC. PRINT-OUT
TIMBER: THICKNESS 70 mm
CONSTR.-PART
DEPTHmm
GRADE BRACINGmm
LOADN/m
1-22-3030-3131-13-5929-326-5626-358-5324-385-5727-342-5930-326-5726-348-5424-379-5323-3811-5112-5012-5114-4815-47
145145145145120120120120120120120120120120120120120120120120120120120120120
K24K24K24K24K24K24K24K24K24K24K24K24K24K24K24K24K24K24K24K24K24K24K24K24K24
None500
None500NoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNoneNone
150250150250
SEE CALC.PRINTOUT FOR INFORMATION NOT FOUND IN TABLES