Tiongkok monopole steel tower pabrik dari halaman 4

Menara Mast 3 atau 4 Kaki Gelap Berlapis Mudah dan Cepat Dipasang

Guyed mast lattice tower No. Description Detailed Specification and Major design Parameters 1 Design Code ANSI/TIA222G,H or European Standard and others 2 Design Loading 1. Antenna load area as per specified by Clients worldwide. 2. Wind speed as per requested by the clients. 3. Deflection & Twist Angle, Exposure category, Topographic category as per specified by clients. 4 Structure Classification II, III 5 Hot-dip galvanization ISO 1461 2009, ASTM A123 6 Steel Grade 1. High

HDG atau Painting Hybrid Lattice Tubular Tower 3 atau 4 Kaki 15 Tahun

Tubular hybrid lattice pipe tower No. Description Detailed Specification and Major design Parameters 1 Design Code ANSI/TIA222G,H or European Standard and others 2 Design Loading 1. Antenna load area as per specified by Clients worldwide. 2. Wind speed as per requested by the clients. 3. Deflection & Twist Angle, Exposure category, Topographic category as per specified by clients. 4 Structure Classification II, III 5 Hot-dip galvanization ISO 1461 2009, ASTM A123 6 Steel

Antenna tunggal atau triple baja menara pemasangan Brackets 15 tahun garansi

Antenna mounted bracket No. Description Detailed Specification and Major design Parameters 1 Design Code ANSI/TIA222G,H or European Standard and others 2 Design Loading 1. Antenna load area as per specified by Clients worldwide. 2. Wind speed as per requested by the clients. 3. Deflection & Twist Angle, Exposure category, Topographic category as per specified by clients. 4 Structure Classification II, III 5 Hot-dip galvanization ISO 1461 2009, ASTM A123 6 Steel Grade 1. High

Standar ANSI TIA222G Menara Mandiri dengan Galvanisasi Celup Panas

Self Supporting Tower designed according to ANSI TIA222G H standards with hot dip galvanization No. Description Detailed Specification and Major design Parameters 1 Design Code ANSI/TIA222G,H or European Standard and others 2 Design Loading 1. Antenna load area as per specified by Clients worldwide. 2. Wind speed as per requested by the clients. 3. Deflection & Twist Angle, Exposure category, Topographic category as per specified by clients. 4 Structure Classification II, III

3 atau 4 kaki Desain Sudut Dan Tubular Mendukung Diri Menara kisi Hot Dip Galvanizing ketahanan korosi

Self Supporting Tower featuring 3 or 4 leg angular and tubular designs with hot dip galvanization for long lasting corrosion resistance No. Description Detailed Specification and Major design Parameters 1 Design Code ANSI/TIA222G,H or European Standard and others 2 Design Loading 1. Antenna load area as per specified by Clients worldwide. 2. Wind speed as per requested by the clients. 3. Deflection & Twist Angle, Exposure category, Topographic category as per specified by

HDG atau Painting Self Standing Antenna Tower Kecepatan Angin yang ditentukan Beban Antenna

Self Supporting Tower engineered to meet client specified wind speed antenna load No. Description Detailed Specification and Major design Parameters 1 Design Code ANSI/TIA222G,H or European Standard and others 2 Design Loading 1. Antenna load area as per specified by Clients worldwide. 2. Wind speed as per requested by the clients. 3. Deflection & Twist Angle, Exposure category, Topographic category as per specified by clients. 4 Structure Classification II, III 5 Hot-dip

4 kaki 3 kaki menara pendukung diri untuk penyebaran cepat dan tahan lama

Self Supporting Tower for rapid deployment and durable No. Description Detailed Specification and Major design Parameters 1 Design Code ANSI/TIA222G,H or European Standard and others 2 Design Loading 1. Antenna load area as per specified by Clients worldwide. 2. Wind speed as per requested by the clients. 3. Deflection & Twist Angle, Exposure category, Topographic category as per specified by clients. 4 Structure Classification II, III 5 Hot-dip galvanization ISO 1461 2009,

Menara Transmisi Bertopang Kawat Menara Sudut Dengan Pelat Jangkar Tinggi 0-300m

Guyed wire angular tower with anchor plate No. Description Detailed Specification and Major design Parameters 1 Design Code ANSI/TIA222G,H or European Standard and others 2 Design Loading 1. Antenna load area as per specified by Clients worldwide. 2. Wind speed as per requested by the clients. 3. Deflection & Twist Angle, Exposure category, Topographic category as per specified by clients. 4 Structure Classification II, III 5 Hot-dip galvanization ISO 1461 2009, ASTM A123 6

Tiang Baja Kisi 0-300m Menara Antena Atap 3 Kaki HDG Atau Pengecatan

Rooftop lattice steel pole No. Description Detailed Specification and Major design Parameters 1 Design Code ANSI/TIA222G,H or European Standard and others 2 Design Loading 1. Antenna load area as per specified by Clients worldwide. 2. Wind speed as per requested by the clients. 3. Deflection & Twist Angle, Exposure category, Topographic category as per specified by clients. 4 Structure Classification II, III 5 Hot-dip galvanization ISO 1461 2009, ASTM A123 6 Steel Grade 1.