Download - 3ECTION! - Unistrut
![Page 1: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/1.jpg)
![Page 2: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/2.jpg)
![Page 3: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/3.jpg)
![Page 4: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/4.jpg)
![Page 5: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/5.jpg)
![Page 6: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/6.jpg)
![Page 7: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/7.jpg)
![Page 8: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/8.jpg)
![Page 9: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/9.jpg)
![Page 10: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/10.jpg)
![Page 11: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/11.jpg)
![Page 12: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/12.jpg)
![Page 13: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/13.jpg)
![Page 14: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/14.jpg)
![Page 15: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/15.jpg)
![Page 16: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/16.jpg)
P1843W Hinge
P1000 Transverse Brace
Spacer sleeve(required around bolt.)
P1843WHinge
P1000TransverseBrace Threaded
Rod
WeldlessEye Nut
45° Max.
P1000TransverseBrace
P1843WHinge
P1000Transverse
Brace
45° Max.
P1843WHinge
![Page 17: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/17.jpg)
P2325 Fitting
P1000 Longitudinal Brace
4" Max.
P1843WHinge
LongitudinalBrace
P1000
![Page 18: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/18.jpg)
![Page 19: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/19.jpg)
![Page 20: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/20.jpg)
![Page 21: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/21.jpg)
![Page 22: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/22.jpg)
L
L
L
L
![Page 23: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/23.jpg)
VERTICAL BRACING OR STIFFENER LOAD TABLE
RodSizeIn.
RootAreaIn.2
RootDiameter
In.
Radius ofGyration
In.
Max.Allowable Rod CompressionLbs. @ 100%
Clip Spacing L (In.) Max. Seismic
Safe Load* Lbs.
Rod Stress at 50% 4,500 PSI
Rod Stress at 75% 6,750 PSI
Rod Stress at 100% 9,000 PSI
3⁄8 0.068 0.314 0.0785 610 14 12 10 8101⁄2 0.126 0.425 0.1063 1,130 20 16 14 1,5005⁄8 0.202 0.536 0.1341 1,810 24 20 16 2,4103⁄4 0.302 0.652 0.1630 2,710 30 24 20 3,610
7⁄8 4 0.419 0.730 0.1920 3,770 35 28 25 5,030
1 4 0.552 0.838 0.2200 4,960 40 33 28 6,610 Assumptions: 1. Rod held against translation at location of cradle clips K equals 1.0. 2. L = Distance between connection points. 3. Trapeze with braces on alternate members. 4. Must use U-Bolt detail, shown above. *5. Loads are based on the root area of the thread and at a stress of 9,000 psi. *6. Safe seismic forces are determined by increasing allowable safe loads by 33%
![Page 24: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/24.jpg)
![Page 25: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/25.jpg)
![Page 26: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/26.jpg)
![Page 27: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/27.jpg)
![Page 28: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/28.jpg)
![Page 29: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/29.jpg)
![Page 30: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/30.jpg)
![Page 31: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/31.jpg)
![Page 32: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/32.jpg)
![Page 33: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/33.jpg)
![Page 34: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/34.jpg)
![Page 35: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/35.jpg)
For rod sizes: , , , & For rod sizes: , , , &
For rod sizes: , , , & For rod sizes: , , , &
For rod sizes: , , , &
![Page 36: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/36.jpg)
All hole sizes: All hole sizes:
All hole sizes: All hole sizes:
All hole sizes:
All hole sizes:
All hole sizes: All hole sizes:
For rod sizes: , , , &
For rod sizes: , , , &
For rod sizes: , , , &
For rod sizes: , , , &
For rod sizes: , , , &
Cable Length096 8'120 10'144 12'180 15'240 20'300 25'360 30'480 40'
![Page 37: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/37.jpg)
COLUMN LOADING – P1000
BEAM LOADING – P1000
P1000 BRACE DESIGN LOAD
![Page 38: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/38.jpg)
BEAM LOADING – P1000 HS
P1000 HS BRACE DESIGN LOAD COLUMN LOADING – P1000 HS
![Page 39: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/39.jpg)
BEAM LOADING – P1000 T
COLUMN LOADING – P1000 T P1000 T BRACE DESIGN LOAD
![Page 40: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/40.jpg)
BEAM LOADING – P1001/P1001AWCOLUMN LOADING – P1001/P1001AW
![Page 41: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/41.jpg)
BEAM LOADING – P1001 HS/P1001 HSAWCOLUMN LOADING – P1001 HS/P1001 HSAW
![Page 42: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/42.jpg)
BEAM LOADING – P1001 T/P1001 TAWCOLUMN LOADING – P1001 T/P1001 TAW
![Page 43: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/43.jpg)
![Page 44: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/44.jpg)
![Page 45: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/45.jpg)
BEAM LOADING – P5500 HSCOLUMN LOADING – P5500 HS
![Page 46: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/46.jpg)
BEAM LOADING – P5500 TCOLUMN LOADING – P5500 T
![Page 47: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/47.jpg)
BEAM LOADING – P5501/P5501AWCOLUMN LOADING – P5501/P5501AW
![Page 48: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/48.jpg)
BEAM LOADING – P5501 TCOLUMN LOADING – P5501 T
![Page 49: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/49.jpg)
![Page 50: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/50.jpg)
![Page 51: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/51.jpg)
3" RIB WIDTHJAM NUTRECOMMENDED
5"
2"
VERTICAL LOAD
LATERAL LOAD
P3700 SERIES CONCRETE INSERT
![Page 52: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/52.jpg)
![Page 53: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/53.jpg)
![Page 54: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/54.jpg)
![Page 55: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/55.jpg)
![Page 56: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/56.jpg)
![Page 57: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/57.jpg)
VERTICAL BRACING OR STIFFENER LOAD TABLE
RodSizeIn.
RootAreaIn.2
RootDiameter
In.
Radius ofGyration
In.
Max.Allowable Rod CompressionLbs. @ 100%
Clip Spacing L (In.) Max. Seismic
Safe Load* Lbs.
Rod Stress at 50% 4,500 PSI
Rod Stress at 75% 6,750 PSI
Rod Stress at 100% 9,000 PSI
3⁄8 0.068 0.314 0.0785 610 14 12 10 8101⁄2 0.126 0.425 0.1063 1,130 20 16 14 1,5005⁄8 0.202 0.536 0.1341 1,810 24 20 16 2,4103⁄4 0.302 0.652 0.1630 2,710 30 24 20 3,610
7⁄8 4 0.419 0.730 0.1920 3,770 35 28 25 5,030
1 4 0.552 0.838 0.2200 4,960 40 33 28 6,610 Assumptions: 1. Rod held against translation at location of cradle clips K equals 1.0. 2. L = Distance between connection points. 3. Trapeze with braces on alternate members. 4. Must use U-Bolt detail, shown above. *5. Loads are based on the root area of the thread and at a stress of 9,000 psi. *6. Safe seismic forces are determined by increasing allowable safe loads by 33%
![Page 58: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/58.jpg)
![Page 59: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/59.jpg)
![Page 60: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/60.jpg)
![Page 61: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/61.jpg)
![Page 62: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/62.jpg)
![Page 63: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/63.jpg)
![Page 64: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/64.jpg)
"R"
R .875
![Page 65: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/65.jpg)
"R"
2.0"
"
![Page 66: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/66.jpg)
1/4(TYP)"R"
0.8125
(TYP) 0.563
135°
![Page 67: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/67.jpg)
Engagement Tab
135°
"R"
0.8125
![Page 68: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/68.jpg)
135°
"R"
0.8125
![Page 69: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/69.jpg)
"A"
"A"
0.8125
135°
![Page 70: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/70.jpg)
![Page 71: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/71.jpg)
![Page 72: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/72.jpg)
![Page 73: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/73.jpg)
![Page 74: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/74.jpg)
![Page 75: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/75.jpg)
P10
00 C
HA
NN
EL
LON
GIT
UD
INA
LB
RA
CE
(2)
SP
F 20
0-03
7 FI
TTIN
G
P10
00 C
HA
NN
EL
TRA
NS
VE
RS
EB
RA
CE
(@ e
very
40'
)
![Page 76: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/76.jpg)
![Page 77: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/77.jpg)
![Page 78: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/78.jpg)
![Page 79: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/79.jpg)
![Page 80: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/80.jpg)
![Page 81: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/81.jpg)
![Page 82: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/82.jpg)
![Page 83: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/83.jpg)
![Page 84: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/84.jpg)
![Page 85: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/85.jpg)
![Page 86: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/86.jpg)
![Page 87: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/87.jpg)
![Page 88: 3ECTION! - Unistrut](https://reader031.vdocuments.site/reader031/viewer/2022011813/61d4cd45c83717741e130559/html5/thumbnails/88.jpg)