B1 350S162-33-50 W5 350S162-33-50
5 20'-5 7/8" T2 350S162-33-50 10 1'-4 7/16" W6 350S162-33-50
5 20'-6 3/8" T3 350S162-33-50 2'-7" W7 350S162-33-50 25
5 20'-4 7/16" W4 350S162-33-50
45
11 1/8"
5 2'-4 7/8"
Assembly Weight
79.0lbs FRAMECAD 10g-19mm HWH Hex
640
1'-6"
16'-11"
1'-6"
50
46
445
41
4849
3839
47
F6
4243
F6
35
F6
40
3233
Bearing -139 lbf Uplift 468 lbf
3637
F8
F4
29
F6
F8
34
2627
Bearing -2403 lbf Uplift 407 lbf
3031
F6
23
F4
F6
28
2021
2425
17
22
1415
1819
F4
11
F4
16
89
4
1213
F4F6
23
F6
10
7
5 6
F4
1
Bearing -1151 lbf Uplift 169 lbf
1'-6"
16'-11"
1'-6"
Quantity Required = 5 Mark as U1-HN1 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
3-6 -85 182 2% (21) 9-12 -334 2110 20% (10) 21-24 -561 115 14% (15) 19-20 -229 24 6% (4) 15-18 -118 837 8% (10) 25-26 -56 268 2% (16) 45-48 -77 405 4% (10) 37-38 -1436 234 36% (10) 31-32 -140 759 7% (10) 33-36 -2800 488 71% (10) 43-44 -396 76 10% (28) 39-42 -327 1951 18% (10) 49-50 -179 39 5% (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
lb lb 2-8 -144 132 21% (3) 8-14 -2354 372 26% (10) 14-20 -3204 507 40% (10) 20-26 -3186 513 35% (10) 26-32 -2498 391 21% (25) 32-38 -448 2438 49% (10) 38-44 -391 2115 41% (10) 44-50 -74 306 10% (10)
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)
15% 22% 26% 69% 13% 15% 8%
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
ID in
in
(max(Q,S)) (1.2G+1.6Q) (0.9G+1.0Wu) (0.9G+1.0Ww) (0.9G+1.0Wl)
Web
LC1 0.0118 1 LC2 0.0190 1 LC3 0.0222 1
Span/250,0.59 0.1286 9.2% Span/250,0.59 0.1286 17.7% Span/250,0.59 0.1286 20.7%
Member Com.
Ten.
CSI
LC
lb lb 27-30 -2054 364 52% (10) 13-14 -652 97 17% (10) 7-8 -1211 196 31% (10) 1-2 -75 39 2% (10)
(1.2G+1.0Ww+0.5max(Q,S)) 45% (1.2G+1.0Wl+0.5max(Q38,S%)) (1.2G+0.5Ww+1.6max(Q,S)) 71% (1.2G+0.5Wl+1.6max(Q68,S%))
LC9 LC10 LC11 LC12
(1.2G+1.6S)
69% 65%
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):
Dwg Immense-550
Company: FrameUpNow
Sheet 1 of 9 Project: Immense
Job Number:500
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