B1 350S162-33-50 W5 350S162-33-50
10 14'-3 11/16" T2 350S162-33-50
10 14'-3 3/4" W3 350S162-33-50
90
9 1/8" W4 350S162-33-50
20
1'-3"
60
1'-7 1/8"
Assembly Weight
42.8lbs FRAMECAD 10g-19mm HWH Hex
1000
13'-11"
50
46
4445
41
4849
3839
47
F6
35
4243
3233
F6
40
F4
29
3637
Bearing -996 lbf Uplift 261 lbf
2627
F4
34
23
3031
2021
28
17
2425
15
F4 13
22
F4
11
1819
F4F6 8 9
F4
16
4
F4 14
F6 12
2 3
10
7
5 6
F4
1
Bearing -994 lbf Uplift 180 lbf
13'-11"
Quantity Required = 10 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
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
Terrain Factor Kz Importance Factor I Topography Factor Kzt Snow Slope Factor Snow Adjustment Factor SNOW Factors Wup Bottom Chord Wup Top Chord Wdown Bottom Chord Wdown Top Chord Wind Pressure Factors
1.00 1.00 1.00
19-20 -423 74 11% (10) 3-6 -244 56 6% (21) 9-12 -318 1633 15% (10) 15-18 -196 1065 10% (10) 21-24 -77 404 4% (25) 49-50 -94 39 2% (28) 43-44 -349 97 9% (28) 31-32 -62 249 2% (17) 37-38 -131 528 5% (10) 27-30 -404 109 10% (16) 33-36 -1064 264 27% (10) 39-42 -1633 378 41% (10) 45-48 -47 244 2% (20)
Roof Live
Member Com.
Ten.
CSI
LC
Concentrated Live
lb lb 2-8 -42 275 52% (10) 8-13 -1559 310 48% (22) 13-20 -2639 533 67% (10) 20-26 -2998 600 76% (10) 26-32 -2982 605 76% (10) 32-38 -2558 504 65% (10) 38-44 -1415 247 37% (27) 44-50 -57 196 31% (28)
Snow
Wu Wd
Wind Up Wind Down
1.0 1.0 0.2 0.9 0.2 0.2
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% 20% 31% 57% 18% 12% 4%
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 0.0142 1 LC2 0.0179 2 LC3 0.0284 2
Span/250,0.59 0.1375 10.3% Span/250,0.79 0.1375 15.6% Span/250,0.79 0.1375 24.8%
Member Com.
Ten.
CSI
LC
lb lb 25-26 -150 101 4% (25) 1-2 -7 78 1% (13) 7-8 -949 211 24% (10) 14-13 0 0 0% (0)
(1.2G+1.0Ww+0.5max(Q,S)) 45% (1.2G+1.0Wl+0.5max(Q37,S%)) (1.2G+0.5Ww+1.6max(Q,S)) 76% (1.2G+0.5Wl+1.6max(Q72,S%))
LC9 LC10 LC11 LC12
(1.2G+1.6S)
73% 66%
LC13-LC28 (1.2G+1.6P)
Framing System Name:
FC_FrameUpNow IBC 2015 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 3/4"
Roof Load Type:
TILE 30.0 W115
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) :
14.0 20.0 250
Loading Code: Design Code:
No
Ground Snow Load (psf): Wind speed (mph):
Company: FrameUpNow
Dwg Name: Lilac_Modern_350 Sheet 1 of 3 Project: Lilac_Modern
Job Number:500
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