B1 350S162-33-50 W5 350S162-33-50
7 22'-2 15/16" T2 350S162-33-50 1'-7 1/8" W6 350S162-33-50 21
7 22'-2 9/16" W3 350S162-33-50
91
9 1/8" W4 350S162-33-50
14
1'-3"
49
1'-7 3/4"
Assembly Weight
65.9lbs FRAMECAD 10g-19mm HWH Hex
1092
21'-7"
73
69 70
67
65
74
72
6263
71
59
68
F6
F6 66
5657
64
53
F4
6061
5051
58
Bearing -1009 lbf Uplift 259 lbf
F4
47
5455
45
43
52
41
4849
F4F4 3839
46
35
44
F4 42
3233
40
29
F6
3637
F4
2627
34
F4
F6
23
F8
3031
F4
2021
28
F4
F8
17
F4
2425
1415
22
F4
F4
11
F4
1819
9
7
16
Bearing -1857 lbf Uplift 416 lbf
F4
4
1213
23
10
8
5 6
1
Bearing -362 lbf Uplift 16 lbf
21'-7"
Quantity Required = 7 Mark as U1-HN3 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
68-67 0 61-62 0 57-60 0
0 0 0
0% (0) 0% (0)
Roof Live
Member Com.
Ten.
CSI
LC
Concentrated Live
Member Com.
Ten.
CSI
LC
lb lb 2-7 -60 297 34% (25) 7-14 -185 449 45% (26) 14-20 -386 1408 47% (27) 20-26 -728 2849 76% (10) 26-32 -657 2563 58% (10) 32-38 -1532 243 52% (30) 38-43 -2694 482 68% (10) 43-50 -3106 577 79% (10) 50-56 -3092 584 79% (10) 56-62 -2675 500 68% (10) 62-67 -1495 250 39% (35) 67-73 -57 196 31% (3)
Snow
0% (0) 63-66 -1705 527 43% (10) 69-72 -47 243 2% (24)
lb lb 51-54 -387 104 10% (20) 1-2 -6 79 1% (13) 8-7 0 0 0% (0) 25-26 -1243 257 32% (10) 13-14 -78 157 2% (27) 19-20 -131 480 4% (10) 31-32 -1100 227 28% (10) 37-38 -771 156 20% (10) 44-43 0 0 0% (0) 49-50 -166 86 4% (33) 3-6 -270 77 7% (25) 9-12 -260 221 7% (10) 15-18 -959 264 24% (10) 21-24 -1409 358 36% (10) 27-30 -497 2398 22% (10) 33-36 -393 1911 18% (10) 39-42 -227 1142 11% (10) 45-48 -68 454 4% (33) 55-56 -53 235 2% (21) 74-73 0 0 0% (0)
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)
16% 20% 32% 59% 19% 13% 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 0.0152 74 Span/250,0.59 0.1375 11.1% LC2 0.0226 74 Span/250,0.59 0.1375 19.7% LC3 0.0356 74 Span/250,0.59 0.1375 31.0% 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)) 46% (1.2G+1.0Wl+0.5max(Q39,S%)) (1.2G+0.5Ww+1.6max(Q,S)) 79% (1.2G+0.5Wl+1.6max(Q75,S%))
LC9 LC10 LC11 LC12
(1.2G+1.6S)
76% 66%
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 3 of 3 Project: Lilac_Modern
Job Number:500
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