HomeMy WebLinkAboutTruss Info.Job
3090-48' SC 4116
Mark Quan Type Span P1 -Hi Left OH Right OH Engineering
4408050004709(9}1 1 Z2N 470900 4.042 0 0
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15-11-0 .. .. .. - -.1
• - - 47-9-0 - -
EXCEPT AS SHOWN ALL PLATES ARE MN2020, # 3 PLATE SELECTED IN
MiTek`° Online Plus' APPROX.
Online Plus -- Version 30.0.054 A -B 0.87 20075 C
RUN DATE: 21 -OCT -16 B -C 0.95 19520 C
C -D 0.72 18725 C
D -E 0.51 15757 C
E -F
F -G
G -H
H -I
Southern Pine lumber design
values are those effective
06-01-13 by SPIB//ALSC UON
CSI -Size- ----Lumber----
TC 0.95 2x10 SP -2400f -2.0E
BC 0.92 2x10 SP -•2400f -2.0E
WB 0.89 2x 6 SP -2400f -2.0E
0.76 2x 4 SP -#1
B -R R -C C -Q Q -D
F -K K -G G -J J -H
0.49 2x 6 SP -#1
O -E E -M
WG --- 2x10 SP -#1
Brace truss as follows:
O.C. From To
TC 24.0" 0- 0- 0 47- 9 -
BC 96.0" 0- 0- 0 47- 9-
psf-Ld Dead Live
TC 7.0 42.0
BC 4.0 0.0
TC -1-13C 11.0 42.0
Total 53.0 Spacing
Lumber Duration Factor
Plate Duration Factor
Fb Fc Ft
TC 1.00 1.00 1.00
BC 1.00 1.00 1.00
90.0"
1.15
1.15
Emin
1.00
1.00
Total Load Reactions (Lbs)
Jt Down Uplift Horiz-
A 9490
I 9490
Jt
A
I
Brg Size
5.5"
5.5"
0
0
LC# 2 Dead Load Check
Dur Fctrs - Lbr 0.90 Plt 0.90
plf - Dead Live* From To
TC V 53 0 0.0' 47.8'
BC V 30 0 0.0' 47.8'
Membr CSI P Lbs Axl-CSI-Bnd
Top Chords
A
R
Q
P
0
L
K
J
-R
- Q
-p
- 0
- M
-L
- K
-J
-I
#5x6.25
&18G-MN18-6.25x17.5
15-1i-0
PLATE MONITOR
TRUSS WEIGHT: 643.1 LBS
0.64 0.23 E# MN18
0.60 0.35 F# MN20
0.56 0.16 G# MN18
0.39 0.12 H# MN20
0.51 15757 C 0.39 0.12 I MN18
0.72 18714 C 0.56 0.16 R# MN20
0.95 19519 C 0.60 0.35 Q# MN20
0.87 20074 C 0.64 0.23 P# MS18
Bottom Chords O# MN20
0.92
0.90
0.58
0.58
0.45
0.58
0.58
0.90
0.92
B
R
C
Q
D
0
E
M
F
K
G
J
- R
-C
-Q
-D
- 0
-E
- M
- F
-K
- G
- J
-H
0.12
0.04
0.76
0.52
0.89
0.49
0.49
0.89
0.52
0.75
0.05
0.12
18839 T
18405 T
16111 T
16111 T
13589 T
16111 T
16110 T
18393 T
18837 T
Webs
842
298
2286
3186
3710
4074
4073
3710
3172
2272
310
852
TL Defl -1.16"
LL Defl -0.83"
Hz Disp LL
Jt A 0.28"
Shear // Grain
0.61
0.59
0.52
0.52
0.44
0.52
0.52
0.59
0.61
0.31
0.31
0.06
0.06
0.01
0.06
0.06
0.31
0.31
C
T
C
T
C
T
T
C
T
C
T
C
in 0 -M
in 0 -M
DL
0.11"
in A -B
L/482
L/673
TL
0.39"
0.68
Plates for each ply each face.
PLATING CONFORMS TO TPI.
REPORTS: ICC -ES ESR -3080
Plate - MN20 Ga, Gross Area
Plate - MN18 Ga, Gross Area
Plate - MS18 Ga, Gross Area
Plate - MT16 Ga, Gross Area
Jt Type Plt Size X Y
A MN18 11.2x12.5 8.3 1.8
B# MN20 2.5x 5.0 Ctr Ctr
C# MN18 11.2x12.5-0.7 2.3
D# MN20 7.5x10.0-0.4-0.8
Ondine Plus'. 0 Copyright Mil ek® 1596.2015 Version 30.0.054 Engineering - Portrait 1021/2010 10:48:03 AM Page 1
M# MN20
L# MS18
K# MN20
J# MN20
{
Scale: 0.138" = 1,
10.0x16.2 Ctr
7.5x10.0 0.4-
11.2x12.5 0.8
2.5x 5.0 Ctr
11.2x12.5-8.3
5.Ox 6.2
8.8x 8.8
10.0x16.0
8.8x11.2
8.8x11.2
10.0x16.0
8.8x 8.8
5.Ox 6.2
Ctr
Ctr
Ctr
-0.6
0.6
Ctr
Ctr
Ctr
Ctr
0.8
2.4
Ctr
1.8
Ctr
0.7
0.4
0.6
0.6
0.4
0.7
Ctr
# = Plate Monitor used
Placement Tolerance Used 0.12 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 20075 Lbs
Max tens. force 18839 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.
otoomm 14.4.
R�wy
NOTES:
HC 1-3-8
SL 8-2-0 5-8-0 5-8-1 5-8-0 5-8-0 5-8-1 5-8-0 8-2-0
EP 13-1-5 18-5-15 23-10-8 29-3-1 34-7-11 40-0-2 47-0-0
TC 7-8714 5-4-7 5-.4-10:_ ..._ 5-4-9 ._.. ..- 5-4-9 5-4-10 5-4-7 7-8-14
HO 1-3-8
SL
EP:
TC
13-10-0
13-1-5
13-1-5
SL 25-2-0
CROWN C,G 0-0-8
9-3-0
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D
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C
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11-4-0
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1s-11-0
15-11-0
15-11-0
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SC; 8-5-15 5-11-9
EP': 8-5-15 14-5-8
8-5-15 5-11-9
B2
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#8.75x8.75
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#1BG-MS18-10x16
31-10-0
4.3
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15-11-0
47-9-0
15-11-0
Fpm -5-.I3 ...—.��-- `2~ , 3-5-12 4 -S -f amm
creta 20-4-12 23-10-8, 27-4-4 31-10-0 Cvo
MHO wrn rn
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47 9-0
5-11-9
39-3-1
5-11-9
EXCEPT AS SHOWN ALL PLATES ARE MN2020, # - PLATE SELECTED IN PLATE MONITOR
Camber 0-1-8 P,L
8-5-15
47-9-0
8-5-15
Scale: 0.185' =1'
Job
3090-48' SC 4116
MiTek`° Online Plus'
Mark
4408050004709(9)
Quan Type
1 Z2N
Span
470900
P1 -H1
4.042
Left OH Right OH
0 0
Online Pius.., 0 Copyright MiTek5+ 1996-2016 Version 30,0.054 Single Drawing per Page 10121/2010 10149 03 AM Page 1
Single Drawing
1