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40.90 .36 SC MN PLATE. I 0223603 Quarl Type Span P1-1-1]. Left OH Right OH EngineeringJI 1 RC66 350900 4 0 0
7-3-0
1-0J
80 1-3-8
17-10-0
6180-44818-11.25x17.5
41
#2,5xs T1
B -
4411 25x12.5
RPLC
\\
w2 •
1111 2.5x15
0
B1 0.05554- - L
445x6.2$ #8.75x8.75
-Sr! 18-0-4
W6
I � 1.
K J
4411.25x12-5
' RSPL
W7?i
418G-MS18-7x16 448 75,0.75
17-10-8
1.2 p' ix5
-'\ w�!J
--��11 -
B2 11
445x6.25
17-8-12
--- - 35-9-0
EXC&FT AS SHOWN ALL PLATES ARE 14142020, 44 = PLATE SELECTED IN PLATE MONITOR
110 1-3-2
&19C-MN18-11.25x1'1.5
s=:d
Scale: 0,109" = 1'
Online Plus -- Version 30.0.069
RUN DATE: 20 -MAR -20
Southern Pine lumber design
values are thoso effective
06-01-13 by SPIB//ALSC_ VON
CSI -Size- ----Lumber----
TC 0,55 2x10 SP -2400f -2.0E
BC 0.76 2x 8 SP -2400f -2.0E
WB 0.69 2x 4 SP -#1
0,34 2x 6 SP -#1
L -D D -1
WG •--- 2x10 SP -#1
Brace truss as follows:
0,C. From To
TO 24.0" 0- 0- 0 35- 9- 0
BC 90.0" 0- 0- 0 35- 9- 0
pef-Ld
TC
BC
TCI 130
Total
1,utnber
Plate
TC
130
Dead
4.0
0.0
4-0
Live
40,0
0.0
40.0
44,0 Spacing
Duration Factor
Duration F'aCLur
Fb Fc Ft
1.00 1.00 1,00
1.00 1-00 1.00
90.0"
1.00
1.00
Frnin
1.00
1,00
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 5899
G 5899
Jt -
A
Brg Size Required
5.5" 5.5"
5,5' 5,5'
LCI 2 Dead Load
Dur Fctrs - ],br 0
plf - Dead Live+
TC V 30 0
BC V 0 0
Check
90 P11 0.90
From To
0.0' 35.8'
0.0' 35.8'
Membr CS1 P Lbs Axl -C81 -end
Top Chords---•
ono,, C""yr.0idMiT,K'419616.7(117 Vhie''i i0. 1.I1f, F
;. ':.a"' 1.•: 'l :'•'' el 1 .11'I: •i il.'1
A -B 0.43 11476 C 0.26 0.17
B -C 0.55 10992 C 0,24
C -D 0.30 10000 0 0.12
D -E 0.30 10000 C 0.12
E: -F 0.55 10992 C 0.24
F -G 0.43 11476 C 0.26
--------BOttom Chords
A -M 0.76 1072.8 T 0.51
M -L 0.73 10100 T 0.48
L -J 0.41 8206 'r 0.39
J -1 0.41 8206 T 0.39
1 -H 0.73 10100 T 0.48
H -G 0,73 10728 T 0.51
Webs
B -M 0.12 807 C
M -C 0.10 572 T
C -L 0.69 2122 C
L -D 0,34 2508 T
J -D 0-02 136 T
D -I 0.34 2506 T
1 -E 0,69 2122 C
E -H 0.10 572 T
1f -F 0.12 807 C
TL Def] .-0.52" in I -H
LL Deft -0,45" in I -H
Shear // Grain in A -•A
0.31
0,18
0.18
0.31
0,17
0,25
0.25
0,02
0.02
0,25
0.22
L/804
5/924
1-00
Plates for each ply each face.
Plata - MN1B 19 Ga, Gross Area
Plate - MN20 20 Ga, Gross Area
Plate - MS18 18 Ga, Oross Area
Jt Type Plt Size X Y JSI
B# MN20 2.5x 5.0
0# MN20 11.2x12.5
D# MN20 11.2x15.0
E# MN20 11.2x12.5
F# MN20 2,5x .`s-0
MM MN20
L# MN20
J# MS18
I44 MN20
H# MN20
5.Ox 6,2
8.8x 8,8
7,0x16.0
8.8x 8.8
5,0x 6.2
Ctr Ctr 0,39
Ctr Ctr 0.72
Ctr Ctr 0.74
Ctr Ctr 0.72
Ctr Ctr 0.39
Ctr
Ctr
Ctr
Ctr
Ctr
# = Plate Monitor used
ae:ui9- Jn:1! sil 2.`'12020 0.44'29 A.M Paac 1
Ctr
Ctr
Ctr
Ctr
Ctr
0.42
0,60
0.53
0,60
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 z 10*
This truss .is designed for a
creep factor of 1.5 which
is used to calculate total
load deflection.