B1 350S162-33-50 B5 350S162-33-50 W9 350S162-33-50 W13 350S162-33-50 W17 350S162-33-50
6 1'-4 15/16" B2 350S162-33-50 6 13'-5 11/16" T6 350S162-33-50 11 3/16" W10 350S162-33-50 6 1'-3 11/16" W14 350S162-33-50 30 1'-13/16" W18 350S162-33-50 12
6 6'-3/4" B3 350S162-33-50 6 20'-10 3/16" T7 350S162-33-50 6 1'-3 1/4" W11 350S162-33-50 6 2'-10 3/4" W15 350S162-33-50
6 5'-11 1/4" B4 350S162-33-50 6 20'-8 3/16" R8 350S162-33-50 11 1/4" W12 350S162-33-50 6 1'-7 15/16" W16 350S162-33-50 6
6 13'-4 11/16"
6
3 7/8"
6 2'-9 13/16"
6
2'-6 3/8"
24 2'-5 13/16"
Assembly Weight
101.5lbs FRAMECAD 10g-19mm HWH Hex
708
FRAMECAD 1.15mm Apex/Heel Plate
12
1'-6"
19'-2 7/16"
53
50
4748
44
F6
4142
38
F4
3536
5152
32
49
F6
2930
4546
26
43
F4
F4
F4
F4F6 2324
3940
Bearing -996 lbf Uplift 164 lbf
19
37
1617
334
31
13
F4
2728
1011
7
25
23
F4
F6
21
8 9
45 6
12
1415
18
20
F6 22
1
B 3B2
Bearing -589 lbf Uplift 97 lbf
Bearing -1639 lbf Uplift 277 lbf
1'-6"
19'-2 7/16"
Quantity Required = 6 Mark as U1-HN9 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
36-39 -171 278 4% (14) 42-45 -997 165 25% (10)
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
Web
lb lb 2-7 -50 43 9% (4) 7-11 -98 67 13% (4) 11-16 -247 0 15% (20) 16-23 -206 265 30% (4) 23-29 -1554 245 33% (4) 29-35 -2738 425 31% (10) 35-41 -2843 449 31% (10) 41-47 -2804 448 23% (25) 47-53 -1796 289 15% (4)
Snow
Member Com.
Ten.
CSI
LC
Wu
Wind Up
lb lb 52-53 -191 23 5% (26) 46-47 -73 412 4% (10) 48-51 -1939 319 49% (10) 30-33 -204 1246 12% (10) 11-14 0 225 2% (19) 5-6 -35 28 1% (20) 6-7 -44 33 1% (20) 1-2 -2 10 0% (4) 3-4 -41 78 1% (4) 8-9 -573 90 15% (4) 9-10 -577 93 15% (4) 17-20 -425 91 11% (10) 15-16 -36 135 1% (19) 24-27 -328 1979 18% (10) 22-21 0 0 0% (0) 21-23 -1382 222 35% (4) 28-29 -796 125 20% (4) 34-35 -473 71 12% (4) 40-41 -74 167 2% (25)
SPECIAL LOADING
DESIGN LOAD COMBINATIONS
DEFLECTION
REINFORCING PLATES & MEMBERS
Bottom Chord
Member Com.
Ten.
CSI
LC
No manually added Point Load applied
LC1 LC2 LC3 LC4 LC5 LC6 LC7 LC8
(0.42Wu)
8% 16% 19% 49%
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: 21 FRAMECAD 1.15mm Apex/Heel Plate
lb lb 27-34 -445 2675 18% (4) 39-46 -469 2830 21% (15) 51-8 -309 1872 16% (17) 8-14 0 0 0% (0) 14-20 0 0 0% (0) 20-1 0 0 0% (0) 4-5 0 0 0% (0)
(G)
in in LC1 0.0200 37 Span/250,0.59 0.59 3.4% LC2 0.0399 37 Span/250,0.59 0.59 8.4% LC3 0.0464 37 Span/250,0.59 0.59 9.8% ID in
(max(Q,S)) (1.2G+1.6Q) (0.9G+1.0Wu) (0.9G+1.0Ww) (0.9G+1.0Wl)
5% 8% 7%
(1.2G+1.0Ww+0.5max(Q,S)) 29% (1.2G+1.0Wl+0.5max(Q27,S%)) (1.2G+0.5Ww+1.6max(Q,S)) 49% (1.2G+0.5Wl+1.6max(Q48,S%))
LC9 LC10 LC11 LC12
(1.2G+1.6S)
49% 31%
LC13-LC26 (1.2G+1.6P)
Top Chord Dead Load (psf): Top Chord Live Load (psf): Concentrated Live Load (lb) :
20.0 30.0 250
Bottom Chord Dead Load (psf): Bottom Chord Live Load (psf): Bottom Chord Service Load (psf):
3.0 0.0 0.0
Truss Spacing : Shuttered Conditions:
1'-11 3/4"
Roof Load Type:
TILE 30.0 W114
Top Chord Restraint : Horizontal Chord Restraint : Bottom Chord Restraint :
1'-6" N/A 2'-0"
Framing System Name:
FC_FrameUpNow IBC 2021 LRFD AISI S100-20 LRFD
No
Ground Snow Load (psf): Wind speed (mph):
Loading Code: Design Code:
Company: FrameUpNow
Sheet 5 of 9 Project: Immense
Job Number:500
Dwg Name: Immense-550
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