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4090 30 SC MN PLATE 6-1-2013
Mark
0223003(2)
Quan Type Span P1 -H1 Left OH Right OH
0 RC66 290900 4 0 0
Engineering
HO 1-3-8
TC!
6-3-0
12J
14-10-8
#11.25x12.5
D
41
H
Tl a
q.05042-
#5x6.25
&18G-MN18-8.75x20
#2.5x5
f- 10-8
#6.25xI./5
W4
14-10-0
HO 1-3-8
l
#6.25x13.75
W5
#2.5x5
F
¢dr
� T2
AiJ
him
crM
J I
K #18G-MS18-7x16 #8.75x8.75
#8.75x8.75
29 9 0
H
#5x6.25
&18G-MN18-8.75x20
EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR
Scale: 0.243" = 1'
Online Plus -- Version 30.0.069
RUN DATE: 29 -AUG -18
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.55 2x 8 SP -2400f -2.0E
BC 0.69 2x 8 SP -2400f -2.0E
WB 0.46 2x 4 SP -#1
-- 0.30 2x 6 SP -#1
K -D D -I
WG --- 2x12 SP -#1
Brace truss as follows:
O.C. From To
TC 24.0" 0- 0- 0 29- 9- 0
BC 90.0" 0- 0- 0 29- 9- 0
psf-Ld Dead Live
TC 4.0 40.0
BC 4.0 0.0
TC+BC 8.0 40.0
Total 48.0 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
BC 1.00 1.00 1.00 1.00
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 5355
G 5355
Jt
A
G
Brg Size
5.5"
5.5"
LC# 2 Dead Load Check
Dur Fctrs - Lbr 0.90 Plt 0.90
plf - Dead
TC V 30
BC V 30
Live* From
O 0.0'
O 0.0'
To
29.8'
29.8'
Membr CSI P Lbs Axl-CSI-Bnd
MiTek® Online Plus'l APPROX. TRUSS WEIGHT:
Top Chords
A -B 0.52 9635 C 0.20 0.32
B -C 0.55 9227 C 0.27 0.28
C -D 0.31 8483 C 0.14 0.17
D -E 0.31 8483 C 0.14 0.17
E -F 0.55 9227 C 0.27 0.28
F -G 0.52 9635 C 0.20 0.32
Bottom Chords
A -L 0.69 9024 T 0.43 0.26
L -K 0.66 8528 T 0.40 0.26
K -J 0.36 7107 T 0.33 0.03
J -I 0.36 7107 T 0.33 0.03
I -H 0.66 8528 T 0.40 0.26
H -G 0.69 9024 T 0.43 0.26
Webs
B -L 0.11 756 C
L -C 0.08 457 T
C -K 0.46 1648 C
K -D 0.30 2193 T
D -I 0.30 2193 T
I -E 0.46 1648 C
E -H 0.08 457 T
H -F 0.11 756 C
TL Defl -0.43"
LL Defl -0.33"
Shear // Grain
in K -I L/812
in L -K L/999
in A -B 0.72
Plates for each ply each
Plate - MN18 Ga, Gross
Plate - MN20 Ga, Gross
Plate - MS18 Ga, Gross
Jt Type Plt Size X Y
B# MN20
C# MN20
D# MN20
E# MN20
F# MN20
L# MN20
K# MN20
J# MS18
I# MN20
H# MN20
2.5x 5.0
6.2x 8.8
11.2x12.5
6.2x 8.8
2.5x 5.0
Ctr
Ctr
Ctr
Ctr
Ctr
Ctr
Ctr
Ctr
Ctr
Ctr
5.0x 6.2 Ctr Ctr
8.8x 8.8 Ctr Ctr
7.0x16.0 Ctr Ctr
8.8x 8.8 Ctr Ctr
5 O 6.2 Ctr Ctr
Online Plus'. Copyright MiTek®1996-2017 Version 30.0 069 Engineering - Portrait 8/29/2018 11:00:29 AM Page 1
face.
Area
Area
Area
336.5 LBS
# = Plate Monitor used
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
NOTE: USER MODIFIED PLATES
This design may have plates
selected through a plate
monitor.
Max comp. force 9635 Lbs
Max tens. force 9024 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.