Poteau en acier pour treillis de toit
Poteaux de toit à haute résistance avec boulons et écrous ISO 898 Grade 8.8 pour les tours tubulaires autoportantes
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
Pôle d'antenne sur le toit en acier en treillis construit avec de l'acier structural au carbone Q355 équivalent à 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
0 à 300 m Poteaux en acier en treillis antenne sur le toit tour 3 jambes HDG ou peinture
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.
Pied en béton ou boulons d'ancrage pour mât en treillis d'acier à 3 pieds, type 0-300m de hauteur
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.