.pdf of the calculations for designing the strength of the lifting lug.
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Lifting Lug Calculation.PDF
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for Shear Strength check of lifting lugs
for Shear Strength check of lifting lugsFull description
Lug support calculation
Excel Caluclation
The main book for the Dune roleplaying game. Out of print.Full description
Design of Lug Supports Spreadsheet
Lug DesignFull description
DescripciĆ³n completa
LIFTING LUG CALCULATION : Material of lug Yield Stress Width of lifting lug Width of lifting lug pad Length of lifting lug pad Thickness of lifting lug Distance of hole from the top of the lifting lug Diameter of hole in the lifting lug Top of brace from the center of hole Total weld length on lifting lug Total weld length on lifting lug pad Fillet weld size on lifting lug Fillet weld size on lifting lug pad
IS 2062 Gr A Sy
2 250 N/mm
200 300 230 12
mm mm mm mm
R d s Lw Lwp w wp E
90 60 110 722.83185 1060 10 9 130
mm mm mm mm mm mm mm mm
Rn
40
mm
Weight to be lifted Jerk factor
W j
4412 2
KG
Number of lugs Force acting on the lug = w * j / n
n F
2 43281.72
Double shear C/S area at sec a-a = (R - d/2) * t C/S area at sec b-b = (b-d) * t Shear stress at area a-a = F / Aa (double shear) Permissible shear stress 0.4 * Sy RESULT
b bp L t
Aa Ab
720 1680
Rn w R+s s bp R L
40 10 200 110 300 90 230
Lw Lwp
722.8 1060
Result of the lifting lug
FAIL N
mm2 mm2 2
Ssa Ss
60.11 N/mm 2 100 N/mm PASS
Stb Stb
2 25.76 N/mm 2 165 N/mm PASS
Bending stress Horizontal force on lifting lug (assuming 150 sling angle) Bending moment at base of Bracing =F*h Section modulus of bracing = b * t2 / 6
Fh Mo z
11197.978 N 1231777.6 N-mm 3 4800.00 mm
Bending stress Mo / z
Sbw
2 256.62 N/mm
Permissible bending stress 0.66 * Sy RESULT
Sbw
2 165 N/mm FAIL
Total weld area of fillet of lifting lug = ( Lw * w ) / 1.414 Shear stress = F / Aw
Aw Ssw
2 5111.97 mm 2 8.47 N/mm
Total weld area of fillet of lifting lug pad = ( Lwp * wp ) / 1.414 Shear stress = F / Awp Permissible shear stress = 0.4 * Sy
Awp Sswp Ss
2 6746.82 mm 2 6.42 N/mm 2 100 N/mm
Tenisile stress Tenisile stress at area b-b = F / Ab Permissible tenisile stress = 0.66 * Sy RESULT
Max. erection <=10 T weight t 12 b 200 d 60 E 130
Weld check of the lug
RESULT
PASS
<=25 <=45 <=90 <=140 <=180 T T T T T 28 40 50 70 80 230 300 400 500 610 75 75 100 130 150 130 150 200 250 300 40 14 230 140 330 90 230