B1 89T62-155-350 70 16148mm B2 89S51-155-350 70 16148mm T3 89T62-155-350 140 8750mm T4 89S51-155-350 140 8750mm

W5 89S51-115-500 70 1236mm W5 89S51-115-500 70 1236mm W6 89S51-115-500 70 1136mm W6 89S51-115-500 70 1136mm

W7 89S51-115-500 140 785mm W8 89S51-115-500 70 975mm W8 89S51-115-500 70 975mm W9 89S51-115-500 70 1256mm
W9 89S51-115-500 70 1256mm W10 89S51-115-500 70 1549mm W10 89S51-115-500 70 1549mm W11 89S51-115-500 70 1165mm
W11 89S51-115-500 70 1165mm W12 89S51-115-500 70 1355mm W12 89S51-115-500 70 1355mm W13 89S51-115-500 70 1572mm
W13 89S51-115-500 70 1572mm W14 89S51-115-500 70 1887mm W15 89S51-115-500 70 1545mm W15 89S51-115-500 70 1545mm
W16 89S51-115-500 70 1735mm W16 89S51-115-500 70 1735mm W17 89S51-115-500 70 1912mm W17 89S51-115-500 70 1912mm
W18 89S51-115-500 70 2239mm W18 89S51-115-500 70 2239mm W19 89S51-115-500 70 1925mm W19 89S51-115-500 70 1925mm
W20 89S51-115-500 70 2115mm W20 89S51-115-500 70 2115mm W21 89S51-115-500 70 2264mm W21 89S51-115-500 70 2264mm
W22 89S51-115-500 70 2600mm W23 89S51-115-500 70 2500mm W24 89S51-115-500 70 2305mm W25 89S51-115-500 70 2496mm
W26 89S51-115-500 70 2396mm W27 89S51-115-500 70 2599mm W28 89S51-115-500 70 2499mm W29 89S51-115-500 70 2306mm
W30 89S51-115-500 70 1888mm

Assembly Weight 321.2kg FRAMECAD 10g-16mm Flathead 9940 FRAMECAD 10g-19mm XDrive 21700 FRAMECAD 1.15mm Apex/Heel Plate 420

486 8074 8074 486

8254
59
565760 61 8254
49 52 54 F16
F4F4
63 66
68
4447
46 70
72
73
42 75
35
34
32
37 40 F4
P1P1 F4 78 80 82
84
85
1716

1716
27T3 30
T4 P1 P1 87 T390
497
497

W25W26
T4 92

W28
W23
23 25 94
22
20 96
97
18
P1 P1 99 102

W27
16 F6F4 F4F6

W22
13 104 106

W24

W29
1
11

8
810 108

W20

W20
109 111

1
8

W2
P1

W19

W19
W1
6
P1

W2
W1
7

0
4 113115

W16

W16
F8 F8
F14

7
F14
1 2
4

W1
W15

W3
W15
116

W1
W1
3
W12

W12

6
0
3
0

W1

P1

5W
6

W11

W11
W1
P1

W1
W1
5W

9
W8

W8
800

800
W

W
W7

W7
W
W

35 7 9 12 14
15
17 19 21 24 26
28
29 31 33 36 38
39
41 43 45 48 50
51
53 55 58 62 64
65
67 69 71 74 76
77
79 81 83 86 88
89
91 93 95 98 100
101
103 105 107 110 112
114
F10
F14 F8F6 F4 F4F4 F4F4 F4 F6F8 F14
F10
Bearing -20.27 kN B1 B2 Bearing -20.26 kN
Uplift 14.23 kN Uplift 14.23 kN
486 16148 486

Quantity Required = 70 Mark as N1 Engineering Status = Passed

Minimum number of fasteners required is 2 per joint

LOADS & DESIGN FACTORS DESIGN LOADING FASTENERS BRACING MAXIMUM MEMBER AXIAL FORCES AND CRITICAL STRUCTURAL DESIGN INDEX
WIND Factors Load Cases: Type Type: Name Qty Provide Chord Restraints at specified spacing (All member actions are factored as per specified load combination)
Top Chord
Terrain Factor Kz 0.00 G Gravity(Dead) Main: FRAMECAD 10g-19mm XDrive (SJ) 2 Provide Rail Restraints at ends & over supports Bottom Chord Web
Importance Factor I 0.00 Q Roof Live Sub: FRAMECAD 10g-16mm Flathead(SJ) Refer DWG Roof System Bracing to be Specified by Engineer Member Com. Ten. CSI LC
Member Com. Ten. CSI LC Member Com. Ten. CSI LC
P Concentrated Live kN kN
Topography Factor Kzt 0.00 F# denotes total number fasteners in each member at joint. Member Effective Lengths for Design kN kN kN kN
1-4 0.00 0.17 16% (5)
S Snow 3-5 -1.00 1.00 81% (4) 3-8 -28.19 18.27 70% (4)
SNOW Factors Wu Wind Up Provide plate or reinforcing member Type Kx Lx Ky Ly Kt Lt 4-8 0.00 0.46 42% (4)
5-9 -11.56 17.87 69% (4) 9-14 -10.63 16.05 45% (1)
8-10 -21.64 14.51 62% (4)
No Snow Load Apply Wd Wind Down where number of screw in a flange exceeds 2. Chords 1.00 Panel 1.00 Rest. 1.00 Min(Lx,Ly) 10-16 -28.18 19.01 70% (4)
9-14 -11.56 17.87 40% (4) 15-20 -11.25 7.29 64% (4)
Wind Pressure Factors Web 1.0 Panel 1.0 Panel 1.0 Panel 14-15 -18.18 27.83 48% (4) 21-26 -3.76 6.07 22% (1)
or where screw spacing requirement can not be met. 16-20 -28.45 19.44 45% (4)
15-21 -21.84 33.49 55% (4) 27-32 -3.05 2.00 24% (9)
Wup Bottom Chord 0.2 Min Screws Spacing: 3 x Diameter. ' Panel 'denotes distance between panel points (joints) 20-23 -35.79 24.34 49% (4)
21-26 -21.84 33.49 44% (2) 33-38 -0.73 1.63 6% (8)
23-27 -37.20 25.31 60% (4)
Wup Top Chord 0.9 Min Edge Distance: 2.2d for End Edge, or 1.5d for Side Edge. ' Rest. 'denotes lateral restraint spacing 27-32 -37.38 25.67 46% (4)
26-29 -23.71 36.49 45% (2) 39-44 -2.32 3.26 24% (5)
Wdown Bottom Chord 0.2 29-33 -24.38 37.69 51% (2) 45-50 -5.35 3.80 57% (8)
32-35 -38.88 26.63 43% (4)
33-38 -24.38 37.69 55% (2) 51-57 -5.48 7.92 20% (5)
Wdown Top Chord 0.2 35-40 -38.43 26.37 48% (4)
38-41 -24.14 37.58 55% (2) 58-64 -5.48 7.96 20% (1)
40-44 -38.54 26.67 52% (4)
41-45 -23.36 36.62 57% (2) 65-70 -5.34 3.80 57% (9)
44-47 -36.83 25.48 43% (4)
45-50 -23.36 36.62 57% (2) 71-76 -2.33 3.25 25% (5)
47-52 -35.79 24.83 49% (4)
50-53 -22.07 34.92 57% (2) 77-82 -1.50 1.76 12% (4)
52-57 -35.90 25.14 54% (4)
SPECIAL LOADING DESIGN LOAD COMBINATIONS DEFLECTION REINFORCING PLATES & MEMBERS 53-58 -20.44 32.68 56% (2) 83-88 -3.06 1.63 24% (8)
57-60 -31.99 22.46 64% (4)
58-64 -20.44 32.68 56% (2) 89-94 -3.76 6.07 22% (1)
60-66 -35.92 25.14 53% (4)
ID G Q Wu Wd S LC1 (0.42Wu) 55% LC Max Node Criteria Critical CSI Notes: Plates Fixed on Both Sides, 64-67 -22.07 34.93 57% (2) 95-100 -11.27 7.29 64% (4)
66-70 -35.80 24.83 49% (4)
Reinforcing Chord member may Substitute Plate. 67-71 -23.36 36.63 57% (2) 101-106 -10.63 16.04 45% (1)
kN kN kN kN kN LC2 (G) 57% mm ID mm mm 70-73 -36.91 25.48 43% (4)
71-76 -23.36 36.63 57% (2) 107-112 -28.18 18.27 70% (4)
10 0.30 0.00 0.00 0.00 0.00 LC3 (max(Q,S)) 46% LC1 8.2 69 Span/250,15.0 15.0 55.0% Fasteners: FRAMECAD 10-g 16m Flathead 73-78 -38.54 26.67 52% (4)
76-79 -24.14 37.58 55% (2) 113-114 -0.66 1.99 3% (5)
LC4 (G+Q) 81% 78-82 -38.44 26.37 48% (4)
20 0.30 0.00 0.00 0.00 0.00 LC2 6.9 69 Span/300,12.0 12.0 57.5% Members:Provide 2 fasteners at each end & each crossing member 79-83 -24.38 37.70 55% (2)
82-85 -38.94 26.63 43% (4)
LC5 (0.6G+0.6Wu) 47% and at maximum 300mm(12") centres along member length. 83-88 -24.38 37.70 51% (2)
32 0.30 0.00 0.00 0.00 0.00 LC6 (0.6G+0.6Ww) 14% LC3 5.5 69 Span/300,12.0 12.0 46.1% 85-90 -37.38 25.67 46% (4)
88-91 -23.71 36.50 45% (2)
90-94 -37.20 25.31 60% (4)
44 0.30 0.00 0.00 0.00 0.00 LC7 (0.6G+0.6Wl) 14% Plates:Provide 2 fasteners at plate edges & each crossing member
94-97 -35.85 24.34 49% (4)
91-95 -21.85 33.49 44% (2)
56 0.30 0.00 0.00 0.00 0.00 LC8 (1.0G+0.45Ww+0.75max(Q,S))
78% and at maximum 50mm(2") centres along member length. 97-102 -28.44 19.45 45% (4)
95-100 -21.85 33.49 55% (4)
100-103 -18.18 27.82 48% (4)
61 0.30 0.00 0.00 0.00 0.00 LC9 (1.0G+0.45Wl+0.75max(Q,S))
78% Node: Plate: 102-106 -28.17 19.01 70% (4)
103-107 -11.57 17.84 40% (4)
LC10-LC47 (1.0G+1.0P) 42% NULL FRAMECAD 1.15mm Apex/Heel Plate 106-109 -21.64 14.51 62% (4)
72 0.30 0.00 0.00 0.00 0.00 109-113 0.00 0.46 42% (4)
107-112 -11.57 17.84 69% (4)
84 0.30 0.00 0.00 0.00 0.00 59 FRAMECAD 1.15mm Apex/Heel Plate 112-114 0.00 0.00 81% (4)
113-116 0.00 0.17 16% (5)
NULL FRAMECAD 1.15mm Apex/Heel Plate
96 0.30 0.00 0.00 0.00 0.00
108 0.30 0.00 0.00 0.00 0.00

Framing System Name: K78002_ST_m Top Chord Restraint (mm) : 1200 Truss Spacing (mm) : 2200 Roof Load Type: SHEET Bottom Chord Dead Load (kPa): 0.14 Top Chord Dead Load (kPa): 0.12
Loading Code: IBC 2018 ASD Horizontal Chord Restraint (mm) : N/A Add. supported Area (m²) : 0.0 Ground Snow Load (kPa): 0.00 Bottom Chord Live Load (kPa): 0.10 Top Chord Live Load (kPa): 0.40
Design Code: AISI S100-16 ASD Bottom Chord Restraint (mm) : 600 Shuttered Conditions: No Wind speed: W56 Bottom Chord Service Load (kPa): 0.20 Concentrated Live Load (kN) : 1.10

Company: Company Name Dwg Name: PPT.pre Sheet 1 of 1 Project: Job Number: