MULTICRAB - TECHNICAL INFORMATION - 2023 138 TECHNICAL DATA 4-STANDARD TOWER WITH ANCHOR POINTS EVERY 4 METRES VERTICALLY / + 1 1 1 H H 1 H P P H P :LQG :LQG 7 7 A A / + 1 1 1 H H 1 H P P H P :LQG :LQG 7 7 A A / + / O A A A A Tables of max. forces per anchor point at 24 m Calculation assumptions: •Complete deck every 2.00 m, •Horizontal wind bracing every 4.00 m, •Wind according to NF EN 1991-1-4 and NF EN 12 811. Anchor points with recommended plate tube Max. working load (daN) 0 ≤ e < 0.4 0.4 ≤ e < 1.0 Region N T N T I 207 82 272 82 II 247 97 324 97 III 289 114 380 114 IIIb 355 132 441 132 Tower without canvas cover Tower with canvas cover Max. working load (daN) 0 ≤ e < 0.4 0.4 ≤ e < 1.0 Region N T N T I 646 255 850 255 II 771 304 1,014 304 III 903 356 1,188 356 IV 1,047 413 1,378 413
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