B1 350S162-33-50 R5 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 19'-2 7/16" T3 350S162-33-50 11 3/16" W7 350S162-33-50 1 1'-3 1/16" W11 350S162-33-50 1 1'-10 3/4" W15 350S162-33-50 2 1 2'-6 7/16" W19 350S162-33-50 1 3'-11/16" W23 350S162-33-50
1 20'-10 3/16" T4 350S162-33-50
1 20'-8 3/16"
1 1 1
3 7/8" W6 350S162-33-50 2'-5 1/2" W10 350S162-33-50 2'-9 1/8" W14 350S162-33-50
1 1
1'-3 1/4" W8 350S162-33-50 2'-7 1/8" W12 350S162-33-50
1
11 1/4"
1 1'-6 15/16" 1 2'-2 9/16" 1 2'-9 9/16"
1 2'-11 1/2" W16 350S162-33-50 1 3'-1 7/16" W20 350S162-33-50 1 3'-6 11/16" W24 350S162-33-50
1 3'-2 1/16" W18 350S162-33-50 3'-4" W22 350S162-33-50 1
1
3'-3 7/8"
Assembly Weight
98.3lbs FRAMECAD 10g-19mm HWH Hex
114
FRAMECAD 1.15mm Apex/Heel Plate
4
1'-6"
19'-2 7/16"
58
55
5253
49
4647
43
F4F4 4041
37
F4F4 3435
31
2829
25
F4
223
19
1617
13
F4F4 1011
6
23
8 9
7
12
1415
18
2021
24
2627
30
F4F4 3233
36
3839
42
445
48
5051
54
5657
45
1
F4
F4
F4
F4
F4
B2
Bearing -1088 lbf Uplift 184 lbf
Bearing -1938 lbf Uplift 319 lbf
Bearing -283 lbf Uplift 31 lbf
1'-6"
19'-2 7/16"
Quantity Required = 1 Mark as U1-HN5 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 -223 35 41% (4) 50-56 -29 98 40% (20) 56-1 0 0 11% (20) 4-5 0 0 0% (0)
39-40 -1083 171 28% (4) 33-34 -127 719 7% (10) 35-38 -1241 209 32% (10) 45-46 -670 104 17% (4) 57-58 -159 19 4% (28) 51-52 -314 45 8% (4) 53-56 -193 58 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 2-6 -69 4
Snow
13% (4) 6-11 -147 17 22% (4) 11-16 -1272 188 17% (21) 16-22 -1474 218 20% (22) 22-28 -1446 217 17% (23) 28-34 -960 138 14% (24) 34-40 -129 689 20% (4) 40-46 -108 568 22% (4) 46-52 -116 157 12% (4) 52-58 -85 16 11% (28)
Wu
Wind Up
Web
Member Com.
Ten.
CSI
LC
lb lb 29-32 -1034 177 26% (10) 11-14 -195 1305 12% (10) 5-7 -49 5 1% (21) 7-6 0 0 0% (0) 1-2 0 0 0% (0) 3-4 -4 104 5% (3) 8-9 -1091 181 28% (4) 9-10 -1085 182 28% (4) 23-26 -528 95 13% (10) 15-16 -467 62 12% (4) 21-22 -86 128 2% (23) 17-20 -48 262 3% (23) 27-28 -69 361 3% (10) 47-50 -73 456 4% (10) 41-44 -125 775 7% (10)
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)
8% 14% 17% 45%
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: 7 FRAMECAD 1.15mm Apex/Heel Plate 9 FRAMECAD 1.15mm Apex/Heel Plate
Member Com.
Ten.
CSI
LC
(G)
in in LC1 0.0119 24 Span/250,0.59 0.59 2.0% LC2 0.0229 24 Span/250,0.59 0.59 4.8% LC3 0.0260 24 Span/250,0.59 0.59 5.5% 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 81 41% (13) 14-20 -232 1239 50% (14) 20-26 -256 1446 50% (15) 26-32 -178 1011 47% (16) 32-38 -42 220 45% (4) 38-44 -671 107 33% (10)
6% 8% 6%
(1.2G+1.0Ww+0.5max(Q,S)) 25% (1.2G+1.0Wl+0.5max(Q23,S%)) (1.2G+0.5Ww+1.6max(Q,S)) 45% (1.2G+0.5Wl+1.6max(Q44,S%))
LC9 LC10 LC11 LC12
(1.2G+1.6S)
45% 50%
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 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 8 of 9 Project: Immense
Job Number:500
Dwg Name: Immense-550
Made with FlippingBook Online newsletter maker