P3300 & P3301 Channels - WESCO International · UNISTRUT Channel Selection Channel Selection Chart...
Transcript of P3300 & P3301 Channels - WESCO International · UNISTRUT Channel Selection Channel Selection Chart...
P3300 & P3301 Channels UNISTRUT
P3300
%"~|.517"
%"
%2"-%" 9.5
13.1
41.322.2
7.1
Wt/100 Ft: 135 Lbs (201 kg/100 m)Allowable Moment 1,810 In-Lbs (200 N«m)12 Gauge Nominal Thickness .105" (2.7mm)
-9.5
22.2
.358" 9.1
P3301 Wt/100 Ft: 270 Lbs (402 kg/100 m)Allowable Moment 5,080 In-Lbs (570 N«m)12 Gauge Nominal Thickness .105" (2.7mm)
C^-^
P3300 HSWt/100 Ft: 130 Lbs (193 kg/100 m)
9/i6" (14.3) Dia. Holes1 7/a" (47.6) on Center
P3300 TWt/100 Ft: 130 Lbs (193 kg/100 m)
Slots are11/8" (28.6)X9/16" (14.3)2" (51) on Center
(22.2)
P3300 SLWt/100 Ft: 130 Lbs (193 kg/100 m)
Slots are3" (76.2) x13/32"( 10.3
•
4" ( 1 0 1 . 6 ) on Center tHiM ^"^ ^f\"^T>1/2" (25.4)-*^ (12.7)
Channel NutS (Refer to Hardware Section for Details)
j? . P4006-0832 lO' fefci P4012S^^ P4006-1024 ^S^ P4023S
p2nn7~142° ^ P4006T1420
K ^ JJSfP4009 i-wiui fer, P4012P4010 '^^Sif P4023
ae^~^ P3006-0832 e-- P3006-1024
P3006-1420P3007P3008P3009P3013
<^_ P301 6-0632*^® P301 6-0832
P3016-1024P3016-1420
Channel Finishes: PL, GR, HG, PG; Standard Lengths: 10' & 20'
15/s" Framing System """ H^BHI ^ ^ I m
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
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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
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•••••••••
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•
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& 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
UNISTRUTBEAM LOADING - P3300
ce•&££ w
fiiw1
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C9U-
05&e§:01 3CUK»
OL
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MaxAllowable
Defl. atUniform Uniform Loadina at Deflection
Span Uniform Load Load Span/180 Span/240In Lbs In Lbs Lbs24364860728496108120
600400300240200170150130120
0.100.220.400.620.901.221.592.022.49
6003602001309070504030
6002701501007050403020
Span/360Lbs400180100604030302020
COLUMN LOADING - P3300
UnbracedHeight
In243648607284
MaximumAllowable Load
at Slot FaceLbs
2 ,1101,7901,4001,080860
KL/>200
MaximumK = 0.65
Lbs7,1006,2505,4403,7202,5801,900
Column Load Aoolied at C.G.K = 0.80
Lbs7,0305,9203,8302,4501,700
KL/>200
K=1.0Lbs
6,7704,3602,4501,570
KL/r>200KL/>200
K = 1.2Lbs
5,9203,0301,700
KL/>200KL/>200KL/>200
ELEMENTS OF SECTIONP3300/P3301
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)
P33000.398 In2
0.037 In"0.072 In3
0.306 In
0.145 In4
0.178 In3
0.603 In
P33010.797 In2
0.177 In4
0.202 In3
0.471 In
0.289 In"0.356 In3
0.603 In
P3300 & P3301 Channels
BEAM LOADING - P3301
SpanIn24364860728496108120
MaxAllowable
Uniform LoadLbs
1,660*1 , 1 3 0
850680560480420380340
Defl. atUniform
LoadIn
0.060.130.230.360.530.720.931 . 1 81.46
Uniform Loadino at DeflectionSpan/180
Lbs1 ,660*1 ,130
850620430320240190150
Span/240Lbs
1,660*1,130
730460320240180140120
Span/360Lbs
1 ,660*860480310210160120100
80
COLUMN LOADING - P3301
UnbracedHeight
In24364860728496108120
MaximumAllowable Load
at Slot FaceLbs
4,1103,8203,4703,0702,6402,2501,9301,670
KL/r>200
MaximumK = 0.65
Lbs16,74015,88014,68013,12011,2308,9906,8905,4404,410
Column Load Aoolied at C.G.K = 0.80
Lbs16,39015,08013,26010,9008,0805,9404,5503,590
KL/r>200
K=1.0Lbs
15,80013,76010,9007,4505,1703,800
KL/>200KL/r>200
KL/r>200
K = 1.2Lbs
15,08012,1508,0805,1703,590
KL/r>200
KL/r>200KL/r>200
KL/r>200
"Load limited by spot weld shear.Notes:1. Above loads include the weight of the member. This weight must
be deducted to arrive at the net allowable load the beam willsupport.
2. Long span beams should be supported in such a manner as toprevent rotation and twist.
3. Allowable uniformly distributed loads are listed for various simplespans, 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:"T" Series...85% "KO" Series .. 95%
"SL" Scries... 85% "HS" Series .. 90%
iVs" Framing System