B1 350S162-33-50 T5 350S162-33-50 W9 350S162-33-50 W13 350S162-33-50 W17 350S162-33-50 W21 350S162-33-50
1 1'-4 15/16" B2 350S162-33-50 1 20'-8 3/16" R6 350S162-33-50 11 1/4" W10 350S162-33-50 1 1'-7 7/16" W14 350S162-33-50 2'-3 5/8" W18 350S162-33-50 1 2'-11 3/4" W22 350S162-33-50 1 1
1 19'-3 15/16" B3 350S162-33-50 3 7/8" W7 350S162-33-50 1 2'-7 7/16" W11 350S162-33-50 1 2'-11 1/8" W15 350S162-33-50 1 3'-4 1/4" W19 350S162-33-50 1 3'-10 3/16" W23 350S162-33-50 1
1 19'-2 7/16" T4 350S162-33-50
1 20'-10 3/16"
2 1
11 3/16" W8 350S162-33-50 1'-3 3/8" W12 350S162-33-50
1
1'-3 1/4"
1 2'-9 1/16" 1 3'-1 9/16"
1 1'-11 1/2" W16 350S162-33-50 1 2'-7 11/16" W20 350S162-33-50
1
3'-7 1/8"
1
3'-3 7/8"
Assembly Weight
111.8lbs FRAMECAD 10g-19mm HWH Hex
138
FRAMECAD 1.15mm Apex/Heel Plate
4
1'-6"
19'-2 7/16"
52
49
4647
43
F6
F4
F4F6 4041
37
3435
31
F4
2829
25
223
19
F4F4 1617
13
F6F8 1011
7
23
8 9
45 6
12
F8F4 1415
18
2021
24
2627
30
3233
36
F4F4 3839
42
F6F4 445
48
F6F4 5051
1
F6
F4
B 3B2
Bearing -1736 lbf Uplift 290 lbf
Bearing -1495 lbf Uplift 245 lbf
1'-6"
19'-2 7/16"
Quantity Required = 1 Mark as U1-HN8 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
50-1 0 4-5 0
0 0
32% (10) 0% (0)
45-46 -214 1258 12% (10) 41-44 -1536 255 39% (10) 51-52 -177 17 4% (26)
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 -113 10 20% (4) 7-11 -319 46 35% (4) 11-16 -2699 420 25% (10) 16-22 -3688 579 38% (10) 22-28 -3704 587 35% (10) 28-34 -3630 576 31% (10) 34-40 -3047 483 25% (4) 40-46 -2151 341 23% (10) 46-52 -1053 166 31% (10)
Snow
Wu
Wind Up
Web
Member Com.
Ten.
CSI
LC
lb lb 29-32 -678 117 17% (10) 11-14 -422 2699 25% (10) 5-6 -87 7 2% (10) 6-7 -108 9 3% (10) 1-2 -10 3 0% (10) 3-4 -14 177 2% (10) 8-9 -1715 284 44% (4) 9-10 -1694 282 43% (4) 21-22 -435 60 11% (4) 15-16 -972 145 25% (4) 17-20 -171 1112 11% (10) 27-28 -37 228 2% (15) 23-26 -227 148 6% (14) 47-50 -1921 317 49% (10) 35-38 -1163 195 30% (10) 33-34 -89 493 5% (10) 39-40 -146 849 8% (10)
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)
11% 16% 18% 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: 6 FRAMECAD 1.15mm Apex/Heel Plate 9 FRAMECAD 1.15mm Apex/Heel Plate
lb lb 8-14 -123 134 12% (13) 14-20 -463 2657 25% (4) 20-26 -615 3646 23% (4) 26-32 -606 3630 21% (10) 32-38 -515 3100 21% (4) 38-44 -373 2254 18% (10) 44-50 -200 1213 25% (10)
(G)
in in LC1 0.0284 27 Span/250,0.59 0.59 4.8% LC2 0.0568 27 Span/250,0.59 0.59 12.0% LC3 0.0656 27 Span/250,0.59 0.59 13.9% 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% 29%
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 13/16"
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 6 of 9 Project: Immense
Job Number:500
Dwg Name: Immense-550
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