B1 350S162-33-50 W5 350S162-33-50
1 22'-1 11/16" B2 350S162-33-50 9 1/8" W6 350S162-33-50 13
1 22'-2 7/16" T3 350S162-33-50 1'-3" W7 350S162-33-50 2
1 22'-2 9/16" T4 350S162-33-50
1
22'-5/8"
10 1'-7 9/16"
Assembly Weight
105.6lbs FRAMECAD 10g-19mm HWH Hex
308
21'-7"
74
6869 70
65
7273
6263
71
59
F8
667
F4
5657
64
F8
53
F8
6061
F4
5051
58
Bearing -1580 lbf Uplift 362 lbf
F4
F8
47
F6
5455
445
52
F4
F6
41
F4
4849
3839
46
F4
35
4243
3233
40
29
3637
2627
34
23
F4
3031
F4
2021
28
F4
17
F6
2425
F4
1415
22
F4
F6
11
F8
1819
F4
89
16
F4
F8
4
F8
1213
F6
23
10
F4
F8
5 67
F6
1
Bearing -1574 lbf Uplift 268 lbf
21'-7"
Quantity Required = 1 Mark as U1-HN2 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 Main: FRAMECAD 10g-19mm HWH Hex (SC2) Sub: FRAMECAD 10g-19mm HWH Hex(SCR)efer DWG F# denotes total number fasteners in each member at joint. Provide plate or reinforcing member where number of screw in a flange exceeds 2. or where screw spacing requirement can not be met. Min Screws Spacing: 3 x Diameter. Min Edge Distance: 2.2d for End Edge, or 1.5d for Side Edge.
Provide Chord Restraints at specified spacing Provide Rail Restraints at ends & over supports Roof System Bracing to be Specified by Engineer Lt Chords 1.00 Panel 1.00 Rest. 1.00 Min(Lx,Ly) Web 1.0 Panel 1.0 Panel 1.0 Panel ' Panel 'denotes distance between panel points (joints) ' Rest. 'denotes lateral restraint spacing Member Effective Lengths for Design Type Kx Lx Ky Ly Kt
(All member actions are factored as per specified load combination)
G Q P S
Gravity(Dead)
Top Chord
Terrain Factor Kz Importance Factor I Topography Factor Kzt Snow Slope Factor Snow Adjustment Factor SNOW Factors Wup Bottom Chord Wup Top Chord Wdown Bottom Chord Wdown Top Chord Wind Pressure Factors
1.00 1.00 1.00
Web
55-56 -175 808 7% (10) 61-62 -217 1017 9% (10) 57-60 -2427 517 62% (10) 63-66 -2589 536 66% (10) 69-72 -281 84 7% (10)
Roof Live
Member Com.
Ten.
CSI
LC
Concentrated Live
Member Com.
Ten.
CSI
LC
lb lb 2-8 -230 138 64% (3) 8-14 -2891 548 29% (10) 14-20 -5344 1036 54% (10) 20-26 -7080 1380 71% (10) 26-32 -8125 1586 81% (10) 32-38 -8476 1652 85% (10) 38-44 -8458 1658 83% (10) 44-50 -8041 1569 77% (10) 50-56 -6931 1342 66% (10) 56-62 -5125 975 48% (10) 62-68 -2624 469 25% (10) 68-74 -278 57 64% (3)
Snow
lb lb 51-54 -1715 373 44% (10) 1-2 -84 36 2% (10) 7-8 -1550 318 39% (10) 13-14 -1256 238 32% (10) 19-20 -1020 192 26% (10) 25-26 -713 131 18% (10) 31-32 -411 70 10% (10) 37-38 -157 107 4% (31) 43-44 -52 232 2% (19) 49-50 -112 495 5% (10) 3-6 -87 273 3% (10) 9-12 -488 2582 24% (10) 15-18 -462 2443 23% (10) 21-24 -315 1713 16% (10) 27-30 -179 1030 10% (10) 33-36 -125 407 4% (31) 39-42 -407 125 10% (18) 45-48 -1030 235 26% (10) 73-74 -55 37 1% (36) 67-68 -338 87 9% (36)
Wu Wd
Wind Up Wind Down
1.0 1.0 0.2 0.9 0.2 0.2
SPECIAL LOADING
DESIGN LOAD COMBINATIONS
DEFLECTION
REINFORCING PLATES & MEMBERS
No manually added Point Load applied
LC1 LC2 LC3 LC4 LC5 LC6 LC7 LC8
(0.42Wu)
26% 46% 69% 64% 18% 14% 5%
LC Max Node Criteria
Critical CSI
Notes: Plates Fixed on Both Sides, Reinforcing Chord member may Substitute Plate. Fasteners: FRAMECAD 10-g 16m Flathead Members:Provide 2 fasteners at each end & each crossing member and at maximum 300mm(12") centres along member length. Plates:Provide 2 fasteners at plate edges & each crossing member and at maximum 50mm(2") centres along member length. Node: Plate:
(G)
in in LC1 0.1524 37 Span/250,0.59 0.59 25.8% LC2 0.22 37 Span/250,0.59 0.59 45.9% LC3 0.33 37 Span/250,0.59 0.59 68.9% ID in
Bottom Chord
(max(Q,S)) (1.2G+1.6Q) (0.9G+1.0Wu) (0.9G+1.0Ww) (0.9G+1.0Wl)
Member Com.
Ten.
CSI
LC
lb
lb
(1.2G+1.0Ww+0.5max(Q,S)) 51% (1.2G+1.0Wl+0.5max(Q42,S%)) (1.2G+0.5Ww+1.6max(Q,S)) 85% (1.2G+0.5Wl+1.6max(Q81,S%))
LC9 LC10 LC11 LC12
(1.2G+1.6S)
82% 49%
LC13-LC36 (1.2G+1.6P)
Framing System Name:
FC_FrameUpNow IBC 2015 LRFD AISI S100-20 LRFD
Top Chord Restraint : Horizontal Chord Restraint : Bottom Chord Restraint :
1'-6" N/A 2'-0"
Truss Spacing : Shuttered Conditions:
1'-11 3/4"
Roof Load Type:
TILE 30.0 W115
Bottom Chord Dead Load (psf): Bottom Chord Live Load (psf): Bottom Chord Service Load (psf):
3.0 0.0 0.0
Top Chord Dead Load (psf): Top Chord Live Load (psf): Concentrated Live Load (lb) :
14.0 20.0 250
Loading Code: Design Code:
No
Ground Snow Load (psf): Wind speed (mph):
Company: FrameUpNow
Dwg Name: Lilac_Modern_350 Sheet 2 of 3 Project: Lilac_Modern
Job Number:500
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