B1 350S162-33-50 T5 350S162-33-50 W9 350S162-33-50 W13 350S162-33-50 W17 350S162-33-50 W21 350S162-33-50 W25 350S162-33-50
4 1'-4 15/16" B2 350S162-33-50 4 20'-9 3/16" R6 350S162-33-50 11 1/4" W10 350S162-33-50 4 1'-6 15/16" W14 350S162-33-50 4 2'-2 9/16" W18 350S162-33-50 4 2'-9 9/16" W22 350S162-33-50 4
4 19'-4 15/16" B3 350S162-33-50
4 19'-2 7/16" T4 350S162-33-50 11 3/16" W8 350S162-33-50 4 1'-3 1/16" W12 350S162-33-50 4 1'-10 3/4" W16 350S162-33-50 8 4 2'-6 7/16" W20 350S162-33-50 4 3'-11/16" W24 350S162-33-50
4 20'-10 3/16"
4 4 4
3 7/8" W7 350S162-33-50 2'-5 1/2" W11 350S162-33-50 2'-9 1/8" W15 350S162-33-50
4 4
1'-3 3/8" 2'-7 1/8"
4 2'-11 1/2" 4 3'-1 7/16" 4 3'-6 11/16"
4 3'-2 1/16" W19 350S162-33-50 3'-4" W23 350S162-33-50 4
4
3'-3 7/8"
Assembly Weight
115.9lbs FRAMECAD 10g-19mm HWH Hex
456
FRAMECAD 1.15mm Apex/Heel Plate
16
1'-6"
19'-2 7/16"
58
55
5253
49
4647
43
F4F4 4041
37
3435
31
F4
2829
25
F4
223
19
1617
13
1011
7
23
F4
F4
8 9
5 6
12
1415
18
2021
24
2627
30
3233
36
F4F4 3839
42
445
48
5051
54
5657
4
1
F4
F4
F4
F4
B 3B2
Bearing -1099 lbf Uplift 187 lbf
Bearing -1931 lbf Uplift 315 lbf
Bearing -297 lbf Uplift 36 lbf
1'-6"
19'-2 7/16"
Quantity Required = 4 Mark as U1-HN4 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
44-50 -210 30 15% (10) 50-56 -26 109 11% (20) 56-1 0 0 6% (20) 4-6 0 0 0% (0)
45-46 -704 107 18% (4) 35-38 -1226 205 31% (10) 41-44 -113 726 7% (10) 33-34 -117 668 6% (10) 57-58 -150 18 4% (28) 51-52 -295 57 7% (4) 53-56 -216 52 5% (27)
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 -62 6
Snow
12% (4) 7-11 -139 15 21% (4) 11-16 -1274 189 16% (21) 16-22 -1498 223 19% (22) 22-28 -1471 223 17% (23) 28-34 -989 145 13% (24) 34-40 -155 643 18% (10) 40-46 -98 536 19% (4) 46-52 -127 144 12% (4) 52-58 -95 15 11% (28)
Wu
Wind Up
Web
Member Com.
Ten.
CSI
LC
lb lb 29-32 -1031 174 26% (10) 11-14 -198 1325 12% (10) 6-5 0 0 0% (0) 5-7 -54 7 1% (21) 1-2 -3 5 0% (21) 3-4 -3 94 1% (21) 8-9 -1084 180 28% (4) 9-10 -1080 182 27% (4) 23-26 -522 93 13% (10) 15-16 -497 67 13% (4) 21-22 -86 154 2% (23) 17-20 -32 271 3% (23) 27-28 -69 376 3% (15) 47-50 -70 454 4% (10) 39-40 -975 150 25% (4)
SPECIAL LOADING
DESIGN LOAD COMBINATIONS
DEFLECTION
REINFORCING PLATES & MEMBERS
Bottom Chord
No manually added Point Load applied
LC1 LC2 LC3 LC4 LC5 LC6 LC7 LC8
(0.42Wu)
5% 10% 12% 31%
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: 5 FRAMECAD 1.15mm Apex/Heel Plate 9 FRAMECAD 1.15mm Apex/Heel Plate
Member Com.
Ten.
CSI
LC
(G)
in in LC1 0.0076 21 Span/250,0.59 0.59 1.3% LC2 0.0152 21 Span/250,0.59 0.59 3.2% LC3 0.0177 21 Span/250,0.59 0.59 3.7% ID in
(max(Q,S)) (1.2G+1.6Q) (0.9G+1.0Wu) (0.9G+1.0Ww) (0.9G+1.0Wl)
lb lb 8-14 -113 74 11% (13) 14-20 -234 1243 15% (14) 20-26 -262 1470 15% (15) 26-32 -185 1040 13% (16) 32-38 -51 251 15% (10) 38-44 -630 96 21% (10)
2% 5% 4%
(1.2G+1.0Ww+0.5max(Q,S)) 18% (1.2G+1.0Wl+0.5max(Q17,S%)) (1.2G+0.5Ww+1.6max(Q,S)) 31% (1.2G+0.5Wl+1.6max(Q31,S%))
LC9 LC10 LC11 LC12
(1.2G+1.6S)
31% 20%
LC13-LC28 (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 9 of 9 Project: Immense
Job Number:500
Dwg Name: Immense-550
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