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LIFTING LUG CALCULATION : Material of lug IS 2062 Gr A Yield Stress Sy 250 Width of lifting lug b 200 mm t Width of lifting lug pad bp 300 mm b Length of lifting lug pad L 230 mm d Thickness of lifting lug t 12 mm E R 90 mm Rn Diameter of hole in the lifting lug d 60 mm w Top of brace from the center of hole s 110 mm R+s Total weld length on lifting lug Lw 722.83185 mm s Total weld length on lifting lug pad Lwp 1060 mm bp Fillet weld size on lifting lug w 10 mm R Fillet weld size on lifting lug pad wp 9 mm L E 130 mm Rn 40 mm Result of the lifting lug FAIL Lw Weight to be lifted W 4412 KG Lwp Jerk 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 * S 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 / 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 erecti on weight N/mm 2 Distance of hole from the top of the lifting lug mm 2 mm 2 Shear stress at area a-a = F / Aa (double shear) N/mm 2 N/mm 2 N/mm 2 N/mm 2 Horizontal force on lifting lug (assuming 15 0 sling angle) mm 3 N/mm 2 N/mm 2 Total weld area of fillet of lifting lug = ( Lw * w ) / 1.414 mm 2 N/mm 2 lifting lug pad = ( Lwp * wp ) / 1.414 mm 2 N/mm 2

Lifting lug calculation.xls

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Page 1: Lifting lug calculation.xls

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

J18
Pl. check whether to consider or not to consider sling angle. Because this result is with considering sling angle.
H42
this result is with considering sling angle.
Page 2: Lifting lug calculation.xls

Permissible shear stress = 0.4 * Sy Ss 100

RESULT PASS

N/mm2

Page 3: Lifting lug calculation.xls

<=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