HomeMy WebLinkAboutB4-618 ENG RPT TRUSSES.PDFFrom:Trul-ine Truss, Inc.
M
3363728420
rLook
5.200 s
NO REPAIR REQUIRED
3x6 FP=
3x3 3k3 = 3x4
07:17 #130 P-003/004
Set! �al-
rek lndu-Ar?es, lvmc,,, Thu Aug 05 15:02:46 2004 Pa
axis cr-x-�r
-:52
4.6 3X3 11
3.4
AH
Tf
STUB TRUSS AS SROWN
1
----------- - I ........
e�'0-1,11 �FA�
a OffeO
LOADING (psi} SPACING T-7-3
OEFL in (lec) ltdefi Ud PLATES GRIP
CLL 40,0 Plate$ Increase 1.00 i
i TC; 0.79 Ved(LL) -0,
TCDL 10.0 Lumber Increase 1.00 35 Z-AB >845 460 M1120 2491190
BC 0,86 Vert(TL) -0A8 Z-AB >606 240
BCLL 0,0
Rep Stress Inor YES I WEI 0,55 Horz(TL) 0,06 v n/a, n/a
BCDL 5.0 Code BOCA/ANS195 matux)
Weight; 185 In
LUMBER BRACING
TOP CHORD 4 X 2 SYP Nm I TOP CHORD Sheathed or 6-0-0 oc purims, eirmal end imoicals-
B07 CHORD 4 X 2 SYP NoI BOTCHORD Rigid cell` dirt ng ecly applied or 6-0-0 oc bracing.
WEBS 4 X 2 SYP No.3
REACTIONS (Itilsize) V=1067/0-3-8,AD124010-3-8
Max Upliff-601 (load case 5)
Max GravV=2025(juad case 3), AD=1122(lvad case 1), T=53(load case 4)
FOIRCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD AE-AF=-6210, AF-AG=-6210, A-AG=-6210, T-AH=-5910, S-Aff=59M, A-8-010, B-C-OffiZ C-0=0/62, D-Ec-1715/0,
E-F--1171510. F-G--7617[0, C-Hu-261710, H-I=-2611i0, I-J=-261110, J-K=-210100, K-L=-2101fa, L-M=-2101f0, M-N=-71510,
N-0=-71 Sto, O-P=0/1 504, P-0=0/1 504, Q-R--011 504, R-S-210
BOTCHORD AD-AE=-6210, AC-AD=Oig", AB-AC-012261, AA-AS=012747, Z-AA=oj2747 Y-2=012611, X-Y=0/2611, W-X=01i510,
V-Wm-341/0, U-V--15M0, T-U=-70910
WEBS (-2=0151 J-Y=01162, B-AD23610. P-11-709M, S-AEx0/89, D-AD-1292/0, D-AC=011023, E-AC=-16310, F-AC-74310,
F-AJB-0/4 89, G-AB=-143t0, H-AS=-1 8310, H-2=-201 10, O-V=-1 65110, o-w=011369-1 ti,
M-X=0/802, L-X=-6210, J-X-732(0, R-T-01946, R-U-115610, Q-U=0/517 , N-Wm-17 sffl� M-W � 080/
NOTES
H All plates are 2K3 M120 unless otherwise indicated,
2) Provide mechanical connection (by others) of truss to bearing Plate capable of withstanding 601 to uplilt at joint I,
3) Recommend 2x6 strop tracks, an edge, spaced at 10-0-0 oic and fastersird
C A
to each truss writh 3-16d nails, Strongbacks to
to walls at their outer ends or restrained by other mcans,
be attach
attached ;;)A V.
4) CAUTION, Do not erect truss backwards,
LOAD CASE(S) Standard
tiS
August 5,2004
From:TruLine Truss, Inc. 3363728420
08/06/2004 07:16 #130 P-001/004
Trenco
818 Soundside Rd
Edemon, NC 27932
- ,N
6-90WIMP
The truss drawing(s) referenced below bave been prepared by Truss Engineering Co. Linder my direct supervision
bascd on the parameters provided by Tru Line Truss.
Pages OF shots c0VCrCd hY this seal F- 1847266 thruE1847267
My licerise renewal oats for the state of North Caminra is- Dccembcr3l,2(*4,
Y
Miller, Sgust 5,2004
cott A
The seal on these drawings indicate acceptance Of Profmir'nal engineering responsibility solely fcyr the
frnss cumportears shown' Toe.suira�qdicy and age of this component far any particular buildin- (s tlic
Irspurrsuir(uy of (he crurafing (res-igner, per Aiii3irTP& j5�qs See_ 21
Engineering Servfces Provided �ry Truss Erigntecring Camparjy,