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4090 36 SC MN PLATE 0223603(2)
Quan Type Span Pi-H1 Left OH Right OH
1 RC66 350900 4 0 0
I?nghf E'efMMg
HO 1-3-8
TC
7-3-0
1-03
fl
618G-MR18-11.25817.5
17-10-8
#11,25x15
4 _ #11.2sx12.5
#11.25812.5
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142.583 TS ...
W1
W4
w5l Ws W7 l
0.0559h-�
M Bl L X J I
#5x6.25 98.75xe.75 91BG-e4519-7x16 #9,75x9.75
19-0-4
35 9 0
17-10-9
E2 a
#5x6.25
17-8-12
EXCEPT AS SHOWN ALL PLATES ARE MM2020, # = PLATE SELECTED IN PLATE MONITOR
HO 1-3-8
6i80-MN18-11.25817.5
Scale: 0.199" _ 1'
Online Plus -- Version 30.0.069
RUN DATE: 20-MAR-20
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC VON
CSI -Size- ----Lumber----
TC 0.55 2x10 SP-2400f-2.0E
BC 0.76 2x 8 8P-2400f-2,OE
WB 0.69 2x 4 SP-#1
-- 0.34 2x 6 SP-#1
L -D D -I
WO 2x10 SP-#1
Brace truss as follows:
O.C. From To
TC 24.0" 0- 0- 0 35- 9- 0
BC 90.0" 0- 0- 0 35- 9- 0
psf-Ld Dead Live
TC 4.0 40.0
BC 0.0 0.0
TC+BC 4.0 40.0
Total 44.0 Spacing 90.0"
Lumber Duration Factor 1.00
Plate Duration Factor 1.00
Fb FC Ft Emin
TC 1.00 1.00 1.00 1.00
SC 1.00 1.00 1.00 1.00
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 5899
G 5899
Jt
A
G
Brg Size Required
5.5" 5.5"
5.5" 5,5"
LC# 2 Dead Load Check
Dur Fetrs - Lbr 0.90 Pit 0.90
plf - Dead Live* From To
TC V 30 0 0.0' 35.8'
BC V 0 0 0.0' 35.8'
Membr CSI P Lbs Axl-CSI-Bnd
Top Chords # = Plate Monitor used
DnHr pkroTM 0 Gogyrrghl MiTtlk1r 189E-7LI17 \humor' S0.0.0011 Engineering- Penrait 312012020 9:441V AM Page 1
M.1ik0 Qn'it1' L'it12" APPROX., MOS WP1f;HT: d3A.3
A -B
B -C
C -D
D -E
E -F
F -G
A -M
M -L
L -J
J -I
I -H
H -G
B -M
M -C
C -L
L -D
J -D
D -I
I -E
E -H
H -F
0.43 11476 C 0.26 0.17
0.55 10992 C 0,24
0,30 10000 C 0.12
0.30 10000 C 0.12
0.55 10992 C 0.24
0.43 11476 C 0.26
Bottom Chords
0.76 10728 T
0.73 10100 T
0.41 8206 T
0.41 8206 T
0.73 10100 T
0.73 10728 T
Webs
0.12 807 C
0.10 572 T
0.69 2122 C
0.34 2508 T
0.02 136 T
0.34 2508 T
0.69 2122 C
0.10 572 T
0.12 807 C
TL Defl -0.52"
LL Defl -0.45"
Shear // Grain
0.51
0.48
0.39
0.39
0.48
0.51
0.31
0,18
0.18
0.31
0.17
0.25
0.25
0.02
0.02
0.25
0.22
in I -H L/804
in I -H L/924
in A -A 1.00
Plates for each ply each face.
Plate - MN18 18 Oa, Gross Area
Plate - MN20 20 Ga, Groins Area
Plate - M818 18 Ga, Gross Area
Jt Type Plt Size X Y J8I
B# MN20 2.5x 5.0 Ctr Ctr 0.39
C# MN20 11.2x12.5 Ctr Ctr 0.72
D# MN20 11.2x15.0 Ctr Ctr 0.74
E# MN20 11.2x12.5 Ctr Ctr 0.72
F# MN20 2.5x 5.0 Ctr Ctr 0.39
M# MN20
L# MN20
J# MS18
I# MN20
H# MN20
5.0x 6.2 Ctr Ctr 0.42
8.8x 8.8 Ctr Ctr 0.60
7.0x16.0 Ctr Ctr 0.53
8.8x 8.8 Ctr Ctr 0.60
5.0x 6.2 Ctr Ctr 0.42
Placement Tolerance Used 0.19 in,
REFER TO ONLINE PLUS GENERAL
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES;
Trusses Manufactured by:
Morton Buildings, Inc.
Analysis Conforms To;
TPI 2007
Run vertical thru bottom chord
Joint J
NOTE: USER MODIFIED PLATES
This design may have plates
selected through a plate
monitor.
Max comp. force 11476 Lbs
Max tens. force 10728 Lbs
Connector Plate Fabrication
Tolerance = 10%
This truss is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection,