P1000®&P1001 Channels UNISTRUTP1000

3/«" _^

1 S/R"

I

-^1

I

*,

1

5/8"-

V

^32"

t

T- —

-*-

r

-^3/R 9.5*

.915" I. 1 41.3

.710" |

-«-

1

-41

2.3 -1.2

7.1t

1~ ——

-^

r

Wt/100 Ft: 190 Lbs (283 kg/100 m)Allowable Moment 5,080 In-Lbs (570 N«m)

^^^^^^^^^

K3 """ ' ^ l«i ^\ f"i^~~~ pSsJUJI

P1001

3 1/4"

Wt/100 Ft: 380 Lbs (566 kg/100 m)Allowable Moment 14,390 In-Lbs (1,630 N«m)

12 Gauge Nominal Thickness .105" (2.7mm)

82.6

• P1000 DSWt/100 Ft: 173 Lbs (257 kg/100 m)

Slots are 2 %" (69.9) x 7/s" (22.2)^,3 1/2" (88.9) on Center _^---

• P1000H3Wt/100 Ft: 175 Lbs (260 kg/100 m)

9/i6" (14.3) Dia. Holes1 7/s" (47.6) on Center ^^ ~ n 0\

Pipe Clamps can beMounted on Both Sides

BP1000HSWt/100 Ft: 185 Lbs (275 kg/100 m)

9/i6" (14.3) Dia. Holes1 %" (47.6) on Center

0

BP1000KOWt/100 Ft: 190 Lbs (283 kg/100 m)

7/s" (22.2) Knockouts6" (152.4) on Center

BP1000SLWt/100 Ft: 185 Lbs (275 kg/100 m)

Slots are 3" (76.2) x 1%2" (10.3) _4" (101.6) on Center ^^^--^<^)

'"^ '^^r^fv-(25.4)

i I ^ff '1/2"

(12.7)'

• P1000TWt/100 Ft: 185 Lbs (275 kg/100 m)

Slots are 11/s" (28.6) x 9/ie" (I4.3t2" (51) on Center

r(22.2)

Channel Nuts

t P1 006-0832P1 006-1 024P1 006-1 420P1007P1008P1009P1010

(Refer to Hardware Section for Details)

r i

^SSjb P1008T J&tSagfc P1006T1420\-^ P1010T

f&—-J-^

P1024P1012SP1023S

P1012P1023P1024S

P3006-0832agaa^ P3006-1024 ,^^^ P3006-1420

P3007P3008P3009P3010

P301 6-06325^^ P301 6-0832" » P3016-1024

P3016-142Q

Channel Finishes: PL, GR, HG, PG; Standard Lengths: 10' & 20'

1s/s" Framing System

fVs" Channel'U*ttot6 <x, TVonlct oj Suftjtott,..

tannel Selection Chart.............................. 24P1000 (12 Gauge).......................................... 25P1100 (14 Gauge).......................................... 32P2000 (16 Gauge).......................................... 36P3000 (12 Gauge).......................................... 40P3300 (12 Gauge).......................................... 43P4000 (16 Gauge).......................................... 46P4100 (14 Gauge).......................................... 50P5000 (12 Gauge).......................................... 53P5500 (12 Gauge).......................................... 56Closure Strips............................................... 59End Caps and Frame Caps .......................... 60

• MATERIALUnistrut channels are accurately and carefully coldformed to size from low-carbon strip steel.

All spot-welded combination members, except P1001T,are welded 3" (76 mm) maximum on center.

STEEL: PLAIN12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and 16 Ga. (1.5 mm)ASTM A570 GR 33

STEEL: PRE-GALVANIZED12 Ga. (2.7 mm), 14 Ga. (1.9 mm) and 16 Ga. (1.5mm)ASTM A653 GR 33

For other materials, see Special Metals or Fiberglasssections.

• FINISHESAll channels are available in:

• Perma Green II (GR)• Pre-galvanized (PG), conforming to ASTM A653 G90• Hot-dipped galvanized (HG), conforming to

ASTM Al 23• Plain (PL).

• STANDARD LENGTHSStandard lengths are 10 feet (3.05m) and 20 feet (6.10m).Tolerances are +Vx" (3.2 mm) to +Vi" (12.7 mm) to allowfor cutting. Special lengths are available for a smallcutting charge with a tolerance of ±!/s" (3.2mm).

• CURVED CHANNELMany Unistrut I'/s" (41mm) channel sections are availableas curved pieces in both single and combination styles.Contact your local Unistrut Service Center or UnistrutCorporation for ordering information.

• DIMENSIONSImperial dimensions are illustrated in inches. Metricdimensions are shown in millimeters and rounded to onedecimal place.

• LOAD DATAAll beam and column load data pertains to carbon steeland stainless steel channels. Load tables and charts areconstructed to be in accordance with the SPECIFICA-TION FOR THE DESIGN OF COLD-FORMED STEELSTRUCTURAL MEMBERS 1996 EDITION published by theAMERICAN IRON AND STEEL INSTITUTE.

~m

UNISTRUT Channel Selection

Channel Selection ChartChannel DimensionsWidth

P o

I ———Width

Channel in /mm)P1000

P1100

P2000

P3000

P3300

P4000

P4100

P5000

P5500

15/8

4115/8

41^ 15/8

4115/8

4115/8

4115/8

411%411%41

15/8

4?

Height

P 1

HeightIn (mm^

15/8

- 4 115/8

4?15/8

4713/8

35%

" 2213/16

2?13/16

2731/4

8327/16

62

Material) J.lltelaiii ,, ,,, ,., „ : «- Hole Pattern Styles =r *•

Steel

-

Steel

StainlessSteel Alum.

iff

9 £ wJF flif 9/// ,/7 I i fffff / o/ i / <v \/M I//V i f. »/

^ [^Stainless Alum. HS T

f? yw fir T*KO SL DS H3

gauge aauae In /mm) ............. .......... Staal flalv

12 ga

14 ga

16 ga

' ~ 1 2 ga

12 ga

16 ga

14 ga

12 ga

12 ga

12 ga

14 ga

—

— .

12 ga

16 ga

—

—

—

0.1092.5—

—

—

—

0.0782.0—

—

0.1092.5

•

•

•

•

•

•

•

•

•

•••••••••

•

•

•

•

-

-

-

•

r •

••••i

•

•

•

•

•_---_---

•

_

-

-

-

_

-

-

_

& Combinations in Descending Order of Strength

ChannelP5001

P1004A

P5501

P1001C41

P5000

P1001

P 1 1 0 1

P3001

P5500

P2001

P9200

A5000

A1001

P3301

P1000

P9000

AreaIn2 (cnf)

1.79411.6

1.97872. 8

1.4539.4

2.22314.3

0.8975.8

1 . 1 1 27.2

0.8345.4

1.0076.5

0.7264.7

0.6814.4

0.4893.2

0.4923.2

0.6103.9

0.7975.7

0.5563.6

0.3842.5

Weight IIbs/fl (kg/m)

6.109.1

6.7010.04.947.4

7.6077,23.054.5

3.805.6

2.844.2

3.405.7

2.473.7

2.323.4

2.233.3

1.672.5

2.083.7

2.704.0

1.902.8

2.053.1

sIn4 (cm4)

5.578232.24.079169.82.811117.01.86077.4

1.09945.7

0.93038.7

0.74130,5

0.59324.7

0.52321.8

0.61625.6

0.27877.6

0.35914.9

0.30372.6

0.1777.4

0.18577

0.1646.8

Allow. Moment\n*(cnf) In-lbs (N*m)

1 . 7 1 6 33,90928.1 3,831

1.67327.4

1.15318.9

1.14518.8

0.62870.3

0.5729.4

0,4567.5

0.4317,7

0.3916.4

0.3796.2

0.2974.9

0.2664.4

0.2424.0

0.2023.3

0.2023.3

0.2033.3

42,0754,754

28,9983,276

28,7963,25415,7947,754

14,3867.625

11,4681.296

10,8407,2259,8347 , 7 7 79,5327,0777,470544

6,690756

6,086688

5,080574

5,080574

5,060572

ChannelP1100

P3000

P4101

P2000

P4001

A3301

A1000

P3300

P6001

P4100

A4001

P4000

A3300

P6000

A4000

P7001

P7000

Area Weight IIn2 (cnf) Ibs/tl (kg/m) In4 (cnf)

0.417 1.42 0.1492.7 2.7 6.2

0.5033.2

0.5743.7

0.3402.2

0.4783.7

0.4603.0

0.3052.0

0.3982.6

0.2117.4

0.2871.9

0.2457.6

0.2397.5

0.2307.5

0.1050.7

0.1230.5

0.1460.9

0.0730.5

1.702.5

1.942.9

1 . 1 67.7

1.642.4

1.562.3

1.047.5

1.352.0

0.727.7

0.977.5

0.907.2

0.827.2

0.787.2

0.360.5

0.450.6

0.500.7

0.25

0.1215.0

0.1144.7

0.1245.2

0.1014.2

0.0783.2

0.0612.5

0.0377.5

0.0447.5

0.0257.0

0.0317.3

0.0237,0

0.0170.7

0.0090.4

0.0070.3

0.0070.3

0.002••?. 1

s Allow. Moment\rf(cnf) In-lbs (N»m)

0.166 4,1752.7 472

0.1542.5

0.1412.3

0.1402.3

0.1252.0

0.1037.7

0.0867.4

0.0727.2

0.0540.9

0.0530.9

0.0490.8

0.0480.8

0.0380,6

0.0200.3

0.0190.3 .

0.0170.3

0.0070.7

3,873438

3,546407

3,521395

3,144355

2,590293

2,163244

1,811205

1,358753

1,333757

1,232739

1,20773695610850357

47854

42845

17620

15/s" Framing System

UNISTRUT >m P1000&P1001 Channels

BEAM LOADING - P1000 BEAM LOADING - P1001

SpanIn24364860728496108120144168192216240

MaxAllowable

Uniform LoadLbs

1,6901,130

850680560480420380340280240210190170

Defl. atUniform

LoadIn

0.060.130.220.350.500.680.891 .131.402.012.743.574.525.58

Uniform Loadina at DeflectionSpan/180 Span/240

Lbs Lbs1,6901,130

8506504503302502001601 1 080605040

1,6901,130

76049034025019015012080605040NR

Span/360Lbs

1,690900510320220

__ 170 __130100

806040NRNRNR

SpanIn24364860728496

108120144168192216240

MaxAllowable

Uniform LoadLbs

3,130*3,130*2,4001,9201,6001,3701,2001,070

960800690600530480

Defl. atUniform

LoadIn

0.030.070.130.200.280.390.500.640.791 . 1 31.542.012.553.15

Uniform Loadina at DeflectionSpan/180

Lbs3,130*3,130 *2,4001,9201,6001,3701,2001,000

810560410320250200

Span/240Lbs

3,130*3 ,130*2,4001,9201,6001,240

950750610420310240190150

Span/360Lbs

3,130*3,130 *2,4001,6301,130

830640500410280210160130100

COLUMN LOADING-P1000 COLUMN LOADING-P1001

UnbracedHeight

In24364860728496108120

MaximumAllowable Load

at Slot FaceLbs

3,4003,0102,5702,2301,9701,7601,5901,4301,290

MaximumK = 0.65

Lbs9,6007,6405,9104,7804,0903,6003,2202,9102,640

Column Load ADDlied at C.G.K = 0.80

Lbs9,5007,4005,5304,3903,6803,1702,7702,4502,180

K=1.0Lbs

9,3207,0004,9803,8503,1402,6302,2401,930

KL/ > 200

K = 1.2Lbs

9,1006,4904,4303,3302,650

_2,1601,800

KL/r > 200

KL/r > 200

UnbracedHeight

In24364860728496

108120

MaximumAllowable Load

at Slot FaceLbs

6,3606,1905,9705,6905,3604,9704,5104,0303,610

MaximumK = 0.65

Lbs23,82023,19022,31021,18019,79018,15016,27014,12011,750

Column Load Applied at C.G.K = 0.80

Lbs23,56022,61021,27019,56017,46014,98012,1209,5707,750

K=1.0Lbs

23,13021,64019,56016,87013,59010,1307,7506,1304,960

K = 1.2Lbs

22,61020,46017,46013,5909,5707,0305,3804,250

KL/r>200

ELEMENTS OF SECTIONP1000/P1001

ParameterArea of SectionAxis 1-1

Moment of Inertia (I)Section Modulus (S)Radius of Gyration (r)

Axis 2-2Moment of Inertia (I)Section Modulus (S)Radius of Gyration (r)

P10000.556 In2

0.185 In4

0.202 In3

0.577 In

0.236 In4

0.290 In3

0.651 In

P10011 . 1 1 2 In2

0.930 In4

0.572 In3

0.915 In

0.472 In4

0.580 In3

0.651 In

Notes:*Load limited by spot weld shear.NR = Not Recommended.1. Above loads include the weight of the member. This weight must be

deducted to arrive at the net allowable load the beam will support.2. Long span beams should be supported in such a manner as to

prevent rotation and twist.3. Allowable uniformly distributed loads are listed for various simple

spans, that is, a beam on two supports. If load is concentrated atthe center of the span, multiply load from the table by 0.5 andcorresponding deflection by 0.8.

4. See page 61 for lateral bracing reduction charts.5. For Pierced Channel, Beam Load Values in the tables are multiplied

by the following factor:"DS" Series 70% "T" Series 85%1 1KO" Series 95% "H3" Series 90%"SL" Series 85% "HS" Series 90%

iVs" Framing System