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Palo in acciaio a traliccio sul tetto
Palo per tetto ad alta resistenza con bulloni e dadi ISO 898 Grado 8.8 per torri tubolari autoportanti
High strength rooftop lattice steel pole with bolts and nuts ISO 898 grade 8.8 suitable for self supported tubular towers 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
Palo per antenna su tetto in acciaio reticolare costruito con acciaio strutturale al carbonio Q355 equivalente a ASTM A572 GR.50
Rooftop lattice steel pole constructed with carbon structural steel Q355B equivalent to ASTM A572 GR.50 ensuring rooftop support 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
Torre per antenna in acciaio reticolare da 0-300m, 3 gambe, zincata a caldo o verniciata
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.
3 gambe tetto reticolato palo di acciaio base di cemento o bulloni di ancoraggio tipo 0-300m altezza
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.
