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LIFTING LUG CALCULATION :
<=10Material of lug IS 2062 Gr A
Yield Stress Sy 250 TWidth of lifting lug b 200 mm t 12Width of lifting lug pad bp 300 mm b 200Length of lifting lug pad L 230 mm d 60Thickness of lifting lug t 12 mm E 130
R 90 mm Rn 40Diameter of hole in the lifting lug d 60 mm w 10Top of brace from the center of hole s 110 mm R+s 200Total weld length on lifting lug Lw 722.83185 mm s 110Total weld length on lifting lug pad Lwp 1060 mm bp 300Fillet weld size on lifting lug w 10 mm R 90Fillet weld size on lifting lug pad wp 9 mm L 230
E 130 mm
Rn 40 mm Result of the lifting lug
FAIL
Lw 722.83Weight to be lifted W 4412 KG Lwp 1060Jerk factor j 2
Number of lugs n 2
Force acting on the lug = w * j / n F 43281.72 N
Double shear
C/S area at sec a-a = (R - d/2) * t Aa 720
C/S area at sec b-b = (b-d) * t Ab 1680
Ssa 60.11
Permissible shear stress 0.4 * Sy Ss 100
RESULT PASS
Tenisile stress
Tenisile stress at area b-b = F / Ab Stb 25.76
Permissible tenisile stress = 0.66 * Sy Stb 165
RESULT PASS
Bending stress
Fh 11197.978 N
Bending moment at base of Bracing =F*h Mo 1231777.6 N-mm
Section modulus of bracing = b * t2 / 6 z 4800.00
Bending stress Mo / z Sbw 256.62
Permissible bending stress 0.66 * Sy Sbw 165
RESULT FAIL
Weld check of the lug
Aw 5111.97
Shear stress = F / Aw Ssw 8.47
Awp 6746.82
Shear stress = F / Awp Sswp 6.42
Max. erection weightN/mm2
Distance of hole from the top of the lifting lug
mm2
mm2
Shear stress at area a-a = F / Aa (double shear) N/mm2
N/mm2
N/mm2
N/mm2
Horizontal force on lifting lug (assuming 150 sling angle)
mm3
N/mm2
N/mm2
Total weld area of fillet of lifting lug = ( Lw * w ) / 1.414 mm2
N/mm2
Total weld area of fillet of lifting lug pad = ( Lwp * wp ) / 1.414 mm2
N/mm2
Permissible shear stress = 0.4 * Sy Ss 100
RESULT PASS
N/mm2
<=25 <=45 <=90 <=140 <=180
T T T T T28 40 50 70 80
230 300 400 500 61075 75 100 130 150
130 150 200 250 300
40 50 75 90 10014 20 30 38 46
230 300 400 500 600140 185 250 320 370330 400 500 600 710
90 115 150 180 230230 250 300 350 400