CALCULATION OF LIFTING FORCE

ITEM NO. : V-25-201~4 DIMENSION : 2,200 OD x 41,800 H

X = 19,646 Y= 17,700

R = 1,150

W = ERECTION WEIGHT = 113,580 KG.

DEG LL LV LH TL0 53,831 53,831 0 59,749

15 54,320 52,469 14,059 59,260 30 54,875 47,523 27,437 58,705 45 55,616 39,326 39,326 57,964 60 56,856 28,428 49,239 56,724 75 59,990 15,526 57,945 53,590 80 62,714 10,890 61,761 50,866 85 69,386 6,047 69,122 44,194 86 72,098 5,029 71,922 41,482 87 75,944 3,975 75,840 37,636 88 81,829 2,856 81,779 31,751 89 91,964 1,605 91,950 21,616 90 113,580 0 113,580 0

2.MAXIMUM FORCE SUMMARY AT LIFTING AND TAILING LUGS

KIND OF FORCE LL LV LH TLFORCE (KG) 113,580 53,831 113,580 59,749 ANGLE (DEG) 90 0 90 0

LL= W * (Y*COSφ + R*SINφ) / ((X+Y) * COSφ + R*SINφ)

TL= W * (X*COSφ) / ((X+Y) * COSφ + R*SINφ) LV = LL * COSφ

LH = LL*SINφ TV = TL * COSφ TH = TL * SINφ

1. RESULT OF LIFTING FORCE (φ=0° TO 90°)

TH

TV

R*SIN Y*COS X*COS

TL

Y

R

CALCULATION OF LIFTING FORCE

DIMENSION : 2,200 OD x 41,800 H

TV TH59749 057241 15,338 50840 29,353 40987 40,987 28362 49,124 13870 51,764

8833 50,093 3852 44,026 2894 41,381 1970 37,584 1108 31,732

377 21,613 0 0

TV TH 59,749 51,764

0 75

LLLL

LVLH

X