TLS-606 tower crane

www.baygar.com U Skyj's the limit 8xM45 2.95m 8xM45 2.95m 8xM45 2.95m 8xM45 2.95m 8xM45 6m Nl 8xM45K 8xM45K 8xM45K 8xM45K 8xM45 11,8m 11,8m 11,8m 8xM45 O 1 K K 8xM45 8xM45 8xM45 8xM45 11,8m o N N N N 8xM45 8xM45 8xM45 8xM45 8xM45 1,8m 11,8m 1,8m 11,8m o o o o O 8xM45 8xM45 8xM45 8xM45 8xM45 ,8m 11,8m P 1 2,1m_ P 2,1m_ P 2,1m_ P 1 2,1m_ 2,1m_ 16xM45 16xM45 16xM45 16xM45 16XM45L 16XM45 X 16XM45L 16XMA45L 16XM45L X T 16XM45L × 16xM45L 16XM45L 16xM45L 16xM45L 16XM45L 6m 16XM45L 16XM45L 16XM45L 16XM45L 16XM45L 6m 6m 16xM45L 16XM45L 16XM45L 16XM45L 16XM45L _2,3m 6m 16XM45L 16XM45L 16xM45L 16XM45L 6m 16xM52 16XM52 U U 6m 16xM52 16xM52 U ln 16xM52 16XM52 U U _2,3m 6m 16XM45L S75R16/22 _2,3m S75R16/22 φ2,10m-1.7m-2,3m 16xM52 Z 2,3m 6m 16xM52 _2,3m S75R16/26 24xM52 S75R16/26 S75 2 12 1.7-: (A) Windzone A-B / DIN 15019 Masts / Reactions Mástil / Reacciones Maste / Eckdrücke Mat / Réactions Torre / Reazioni K = S17 8/8 L = S17 16/8 N = S21-S17 8/8 P = S21 16/8 O =S21 8/8 X = C2322/21 16/16 M45/M45L U = S2326 16/16 M52/M45L T = S2322 16/16 M45L Z = S2326 24/16L M52 M(t. m.) P (t) + → (t)) R\R2 Windzone A-B / DIN 15019 Base ballast block Bloque lastre de base Grundballastblöcke Blocco di zavorra alla base Bloc de lest de base (B) 4,5 x 4,5 m-1,7- HM 700 R1 (t) 82,4 t 86,7 t 88,1 t Z (t) H (m) 35.5 m 38.5 m 41.4 m 91,2 t 102,6 t 102,6t 1.7 / (D) BAYGAR 4