B1 350S162-33-50 W5 350S162-33-50
1 20'-3 9/16" B2 350S162-33-50 7 1/2" W6 350S162-33-50 12
1 20'-5 15/16" T3 350S162-33-50 1'-3 1/4" W7 350S162-33-50 2
1 20'-6 3/8" T4 350S162-33-50
1 20'-4 7/16"
9 1'-7 7/16"
Assembly Weight
95.7lbs FRAMECAD 10g-19mm HWH Hex
192
1'-6"
16'-11"
1'-6"
68
64
6263
59
667
65
5657
6061
53
F8
F4
58
F8
F8 51
49
F8F4 5455
47
Bearing -1571 lbf Uplift 279 lbf
52
F6 45
43
50
F6 48
41
46
3839
44
F4 42
35
F4
40
3233
3637
29
34
F4 27
25
3031
23
28
F4
21
19
26
F6 24
17
F4F6
22
1415
20
18
11
F8
F4
16
F8F4
9
7
1213
4
F10
F6
10
F4
23
F10
8
5 6
F6
1
Bearing -1538 lbf Uplift 234 lbf
1'-6"
16'-11"
1'-6"
Quantity Required = 1 Mark as U1-HN7 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 SNOW 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
15-18 -413 2562 24% (10) 3-6 -70 569 5% (10) 1-2 -188 31 5% (10) 8-7 0 0 0% (0) 13-14 -1086 172 28% (10) 9-12 -471 2911 27% (10) 26-25 0 0 0% (0) 27-30 -8011 1310 82% (10) 20-19 0 0 0% (0) 21-24 -6356 1687 65% (10) 31-32 -259 35 7% (4) 37-38 -82 168 2% (30) 33-36 -310 271 8% (17) 63-66 -376 61 10% (10) 51-54 -2646 451 67% (10) 44-43 0 0 0% (0) 50-49 0 0 0% (0) 45-48 0 0 0% (0) 61-62 -1771 305 45% (10) 55-56 -152 873 8% (10) 57-60 -2805 471 71% (10) 67-68 -56 39 1% (34)
Roof Live
Snow Slope Factor Snow Adjustment Factor Wup Bottom Chord Wup Top Chord Wdown Bottom Chord Wdown Top Chord Wind Pressure Factors
1.0 1.0 0.2 0.9 0.2 0.2
Member Com.
Ten.
CSI
LC
Concentrated Live
lb lb 2-7 -537 71 70% (3) 7-14 -3587 575 33% (10) 14-19 -6188 1004 65% (10) 19-25 -7921 1289 83% (10) 25-32 -8764 1427 93% (10) 32-38 -8780 1436 94% (10) 38-43 -8664 1414 88% (10) 43-49 -7662 1246 78% (10) 49-56 -5772 931 59% (10) 56-62 -3013 471 31% (10) 62-68 -389 45 69% (3)
Snow
Wu
Wind Up
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)
27% 61% 70% 91% 11% 21% 12%
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:
Bottom Chord
(G)
in
ID in
in
(max(Q,S)) (1.2G+1.6Q) (0.9G+1.0Wu) (0.9G+1.0Ww) (0.9G+1.0Wl)
Member Com.
Ten.
CSI
LC
LC1 0.0350 1 LC2 0.0654 1 LC3 0.0748 1
Span/250,0.59 0.1289 27.1% Span/250,0.59 0.1289 60.9% Span/250,0.59 0.1289 69.7%
lb
lb
Web
Member Com.
Ten.
CSI
LC
(1.2G+1.0Ww+0.5max(Q,S)) 59% (1.2G+1.0Wl+0.5max(Q51,S%)) (1.2G+0.5Ww+1.6max(Q,S)) 94% (1.2G+0.5Wl+1.6max(Q90,S%))
lb lb 39-42 -907 162 23% (10)
LC9 LC10 LC11 LC12
(1.2G+1.6S)
91% 60%
LC13-LC34 (1.2G+1.6P)
Framing System Name:
FC_FrameUpNow IBC 2021 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 1/8"
Roof Load Type:
TILE 30.0 W114
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) :
20.0 30.0 250
Loading Code: Design Code:
No
Ground Snow Load (psf): Wind speed (mph):
Company: FrameUpNow
Sheet 4 of 9 Project: Immense
Job Number:500
Dwg Name: Immense-550
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