B1 350S162-33-50 W5 350S162-33-50
2 20'-3 15/16" B2 350S162-33-50 11 1/8" W6 350S162-33-50 18
2 20'-5 7/8" T3 350S162-33-50 4 1'-4 7/16" W7 350S162-33-50
2 20'-6 3/8" T4 350S162-33-50
2 20'-4 7/16"
12
2'-6 5/8"
Assembly Weight
97.3lbs FRAMECAD 10g-19mm HWH Hex
288
1'-6"
16'-11"
1'-6"
49
46
445
41
50
48
39
47
37
4243
F10
35
F10
40
3233
Bearing -1571 lbf Uplift 281 lbf
38
F8 36
F8
29
34
2627
3031
F4
23
F4
28
21
19
2425
17
22
1415
20
F6 18
F6
F4
11
16
9
7
4
F1F04 1213
FF610
23
10
8
5 6
F6
1
Bearing -1538 lbf Uplift 232 lbf
1'-6"
16'-11"
1'-6"
Quantity Required = 2 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 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
8-7 0 0% (0) 9-12 -758 2978 31% (10) 21-24 -86 630 6% (10) 20-19 0 0 0% (0) 15-18 0 0 0% (0) 0 25-26 -320 2041 19% (10) 45-48 -318 46 8% (10) 39-42 -2943 501 75% (10) 31-32 -64 316 3% (10) 38-37 0 0 0% (0) 33-36 0 0 0% (0) 43-44 -2141 374 54% (10) 50-49 0 0 0% (0)
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 -410 57 32% (3) 7-14 -3540 571 32% (10) 14-19 -5620 911 58% (10) 19-26 -6272 1016 64% (10) 26-32 -6241 1019 59% (10) 32-37 -5389 875 45% (10) 37-44 -3103 491 26% (10) 44-49 -303 34 32% (3)
Snow
Wu
Wind Up
Bottom Chord
SPECIAL LOADING
DESIGN LOAD COMBINATIONS
DEFLECTION
REINFORCING PLATES & MEMBERS
Member Com.
Ten.
CSI
LC
lb
lb
No manually added Point Load applied
LC1 LC2 LC3 LC4 LC5 LC6 LC7 LC8
(0.42Wu)
13% 31% 35% 72% 8% 17% 9%
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 0.0766 24 Span/250,0.59 0.59 13.0% LC2 0.1451 25 Span/250,0.59 0.59 30.7% LC3 0.1659 25 Span/250,0.59 0.59 35.1% ID in
(max(Q,S)) (1.2G+1.6Q) (0.9G+1.0Wu) (0.9G+1.0Ww) (0.9G+1.0Wl)
Web
Member Com.
Ten.
CSI
LC
lb lb 27-30 -719 137 18% (10) 13-14 -1046 162 27% (10) 3-6 -63 488 5% (10) 1-2 -210 35 5% (10)
(1.2G+1.0Ww+0.5max(Q,S)) 47% (1.2G+1.0Wl+0.5max(Q40,S%)) (1.2G+0.5Ww+1.6max(Q,S)) 75% (1.2G+0.5Wl+1.6max(Q71,S%))
LC9 LC10 LC11 LC12
(1.2G+1.6S)
72% 45%
LC13-LC28 (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
Dwg Name: Immense-550
Sheet 2 of 9 Project: Immense
Job Number:500
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