Structure: | as Per Drawings and Client Requirement |
---|---|
Shape: | as Per Client Requirements |
Standard: | as Per Client Requirements |
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Antenna | 4* N type connector, work with external panel or omni-directional antennas. |
Power consumption | 48V PoE<30W |
Size | 183mm*183mm*43mm |
Water Proof Level | IP65 |
Part No | Gain(dBd) | Avail frequency (MHz) |
Bandwidth (MHz) |
VSWR | Impedance (Ohms) |
Type vertical beamwidth (degree) |
ANTO 00-410 | 0 | 380-440 | 13 | <1.5:1 | 50 | 76 |
ANTO 00-485 | 0 | 450-520 | 13 | <1.5:1 | 50 | 76 |
ANTO 00-460A | 0 | 400-520 | 120 | <1.5:1 | 50 | 70 |
ANTO 00-460S | 0 | 400-520 | 120 | <1.5:1 | 50 | 70 |
ANTO 06-4CM | 6 | 380-530 | 10 | <1.5:1 | 50 | 14 |
ANTO 06-460 | 6 | 450-470 | 20 | <1.5:1 | 50 | 13 |
ANTO 09-4CM | 9 | 400-520 | 10 | <1.5:1 | 50 | 7.5 |
Frequencey | 2.4G: 802.11b/g/n: 2.4GHz - 2.484GHz |
5GHz:802.11a/n/ac MIMO: 5.150GHz~5.850GHz | |
Modulation | OFDM = BPSK,QPSK, 16-QAM, 64-QAM, 128-QAM, 256-QAM |
DSSS = DBPSK, DQPSK, CCK |
Frequency range | 4.900-5.850 GHz |
Gain: | 2*20dbi |
Horizontal beam width | 90° |
Vertical beam width | 4° |
Front/back ratio | >dB |
Polarization | Vertical and horizontal |
VSWR | 1.5:1 (max) |
impedance | 50OHMS |
Connector | N type femal |
Lightning protection | DC Ground |
Length | 27.56'' |
width | 5.51' |
depth | 1.97' |
weight | 6.61lbs (3kg) |
Material | ABS |
Wind survivability | 216KMH |
Operation temperature | -45 to 60ºC |
Mounting kits/style | Incl./pole mount |
No | Code | DESCRIPTION |
1 | GB/T2694-2003 | Power Transmission line Steel tower - Technical requirements for manufacturing |
2 | JGJ81-2002 | Technical specification for welding for steel structure of building |
3 | GB9787-88 | Measuring and allowable tolerance for hot-rolled equal angle |
4 | GB709-88 | Measuring and allowable tolerance for hot-rolled plate and strip |
5 | GB/T699-1999 | Quality Carbon Structural Steel |
6 | GB/T1591-1994 | Low alloy high strength structural Steel |
7 | GB700-88 | Carbon Structural Steel |
8 | GB222-84 | Method of sampling steel for determination of chemical composition and permissible variations |
9 | GB/T228-2002 | Method for Tensile testing of metals |
10 | GB/T232-1999 | Method for Bending test of metals |
11 | GB/T5117-1995 | Carbon Welding Rod |
12 | GB/T5118-1995 | Low Alloy Welding Rod |
13 | GB/T8110-1995 | Welding wires for gas shielding arc welding of carbon and low alloy steels |
14 | GB/T10045-2001 | Carbon steel flux cored electrodes for arc welding |
15 | JB/T7949-1999 | Weld outer dimensions for steel construction |
16 | GB50205-2001 | Test Standard for Acceptance of Steel Structure |
17 | GB/T470-1997 | Zinc Ingot |
18 | GB3098.1-2000 | Mechanical properties of fasteners-Part 1:Bolts, screws and studs |
19 | GB3098.2-2000 | Mechanical properties of fasteners-Part2: Nuts, and thread |
20 | GB3098.3-2000 | Mechanical properties of fasteners-Part3: Fastening screw |
21 | GB/T5780-2000 | Helical Bolts Grade C |
22 | GB/T41-2000 | Helical Nuts Grade C |
23 | GB/T90-2002 | Flat Washer Grade C |
24 | GB/T13912-2002 | Metal Coating, Technical Requirement and Test Method for Hot-dip galvanized Metal Parts |
Standard | Description |
ASTM A6/A6M | Standard specification for general requirements for rolled structural steel bars, plates, and sheet piling. |
ASTM - 6 | - General Requirements for delivery of Rolled Steel Plates, Shapes, sheet Piling Bars for structural used |
ASTM A36/A36-M-97a | Standard specification for Carbon structural steel |
ASTM A123 / A123M-02 | Standard specification for Zinc (Hot-Dip Galvanized) Coatings on iron and steel products |
ASTM A143 / A143M-03 | Standard Practise for Safeguarding Against Embitterment of Hot-Dip Galvanized Structural Steel Products and Procedure for Detecting Embitterment |
ASTM A153/ A153M-05 | Standard specification for zinc coating (Hot-Dip) on iron and steel hardware |
ASTM A - 194 | - Grade for bolt |
ASTM A239 | Standard practice for locating the thinnest spot in a zinc (Galvanized) Coating on Iron or Steel Articles |
ASTM A242 | Standard specification for High-Strength Low-Alloy Structural steel |
ASTM A307 | Standard Specification for Carbon Steel Bolts and Studs, 60000 PSI Tensile strength |
ASTM A370-06 | Standard Test Methods and Definitions for Mechanical Testing of Steel Products |
ASTM A325 | Standard Specification for structural bolts, steel, Heat treated 120/105 ksi minimum tensile strength |
ASTM A-325 or A-354 | - Galvanized hexagonal head of connection bolt |
ASTM A325-97 | Standard Specification for High-strength Bolts for structural steel Joints |
ASTM A384 / A384M-02 | Standard Practise for Safeguarding Against Warpage and Distortion During Hot-Dip Galvanizing of Steel Assemblies. |
ASTM A394-93 | Standard Specification for steel Transmission Tower, Bolts, Zinc Coated and Bare |
ASTMA - 563 | - Class and size of nuts |
ASTMA - 572 | - Chemical composition of steel |
ASTM A572/A572-97c | Standard specification for High-Strength Low-Alloy Columbium-Vanadium Structural steel |
ASTMA - 615 | - The anchor bolt material |
ASTM A673 / A673M-07 | Standard Specification for Sampling Procedure for Impact Testing of Structural Steel |
ASTM B201 | Standard practice for testing Chromatic coating on Zinc and Cadmium surfaces |
ASTM E94-93 | Standard Guide for Radiographic Testing |
ASTM E 709-95 | Standard Guide for Magnetic Particle Examination |
ASCE Manual 72 | - Load testing a simple structure |
ASCE 10-97 | Standard Design of latticed steel transmission structures |
AWS D1.1 | American Welding Society D1,1/D1,1M structural Welding code- Steel |
ANSI B-182-2 | Bolts, nuts and washers dimensions |