MOMENT [KNm] | ||||
Position of boom | Moment(boom side) → + | |||
I | with concrete in pipe-line | → 1,416 kNm | ||
II | without concrete in pipe-line | → 464 kNm | ||
III | without concrete in pipe-line | → 33.5 kNm |
TORQUE MOMENT [kNm] | |
In operation 312.76kNm | Out of operation 177.44kNm |
Total wieght [kg] - boom, table, base(with oil), motor, pump, (+concrete) | |
In operation 13,750 kg | Out of operation 12,560 kg |
Wind-exposed areas [m²] | ||||
Position of boom | Wind-exposed area | Center of gravity distance | remark | |
I II | 22.3 m² boom-side 22.3 m² boom-side | Xg1 = 12.3 m Xg2 = 4.7 m | Wind surface perpendicular to frontal wind | |
I / II III | 7.4 m² 21.3 m² | Ys = 0.6 m Ys = 5.6 m | Exposed area in frontal wind |
Comment : lateral thrust due to wind is calculated according to DIN 1055
Absolute altitude [m] | 0-8 | 8-20 | 20-100 | Above 100 |
W [N/m²] | 800 | 1,280 | 1,760 | 2,080 |
F = W x A | ||
F : wind force | W : lateral thrust due to wind | A : wind surface area |