Type A1CALCULATION SHEETClient :GROOTVLEISheet:1 of 1LIFTING LUG_END CAPEnq / Contract No. :AL45Document Number :80902-00-98-EC018152Calcs by :M.NdembeCheck by :Date :15 October 2014Date :Rev :1

Material:EN 10028 P265GH Yield:255MPa Ultimate:410MPaSafety Factor5Actual Load per Lug150Kg

Weld size:6mmFull penetrationThickness:20mmdOuter Raduis:35mmcHole Diameter:32mmbHeight:35mmLoad bearing - SANS 10162 sec 13.10aWidth:120mmbr =0.67Tensiona =35mmArea [Ag]760mmBr = 192290NArea [Ane]760mm192.29kN0.9See section 13.1 in SANS 10162Allowable38.458kNTr = 174420N174.42kNContact bearing load - SANS 10162 sec 13.10Allowable:34.884kNdpin = 30mmShear at weldA =706.8583470577mmfs = 168.3MPa =0.9A =2400.00mmBr =243335.985974614N =0.9See section 13.1 in SANS 10162243.3359859746kNVr = 363528NAllowable:48.6671971949kN363.528kNAllowable:72.7056kNShear in pipefy = 240MPa - BS1501 161 gr.430AShear at pinfs = 158.4MPafs = 168.3MPaPipe WT =20mmA =760.00mmA =5600mm =0.9See section 13.1 in SANS 10162 =0.9Vr = 115117.2NVr = 798336N115.1172kN172000kNAllowable:23.02344kNAllowable:34400kN

Therefore the allowable lifting weight on the lug is:23.02344kN2346.94kgPASS

LOADED6.39%

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Type A2CALCULATION SHEETClient :LETHABO Sheet:1 of 1Standard Lifitng Lug TYPE A2Enq / Contract No. :NL20Document Number :81550-00-69-EC013055Calcs by :M.NdembeCheck by :Date :04 Dec 2013Date :Rev :1

Material:EN 10025-2-S355JR Yield:355MPa Ultimate:470MPaSafety Factor5Actual Load per Lug3Tonnes

The lifting lug is designed to work with 3.25 ton shackles

Weld size:5mmFull penetrationThickness:15mmdOuter Raduis:40mmcHole Diameter:25mmbHeight:70mmLoad bearing - SANS 10162 sec 13.10aWidth:100mmbr =0.67Tensiona =40mmArea [Ag]825mmBr = 188940NArea [Ane]825mm188.94kN0.9See section 13.1 in SANS 10162Allowable37.788kNTr = 261731.25N261.73125kNContact bearing load - SANS 10162 sec 13.10Allowable:52.34625kNdpin = 22mmShear at weldA =380.1327110844mmfs = 234.3MPa =0.9A =1500.00mmBr =182178.601787182N =0.9See section 13.1 in SANS 10162182.1786017872kNVr = 316305NAllowable:36.4357203574kN316.305kNAllowable:63.261kNShear in pipefy = 240MPa - BS1501 161 gr.430AShear at pinfs = 158.4MPafs = 234.3MPaPipe WT =20mmA =825.00mmA =4600mm =0.9See section 13.1 in SANS 10162 =0.9Vr = 173967.75NVr = 655776N173.96775kN172000kNAllowable:34.79355kNAllowable:34400kN

Therefore the allowable lifting weight on the lug is:34.79355kN3.54674TonnesPASS

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Type A3CALCULATION SHEETClient :LETHABO Sheet:1 of 1Standard Lifitng Lug TYPE A3Enq / Contract No. :NL20Document Number :81550-00-69-EC013056Calcs by :M.NdembeCheck by :Date :04 Dec 2013Date :Rev :1

Material:EN 10025-2-S355JR Yield:345MPa Ultimate:470MPaSafety Factor5Actual Load per Lug5Tonnes

The lifting lug is designed to work with 6.5 ton shackles

Weld size:7mmFull penetrationThickness:20mmdOuter Raduis:50mmcHole Diameter:32mmbHeight:100mmLoad bearing - SANS 10162 sec 13.10aWidth:150mmbr =0.67Tensiona =50mmArea [Ag]1360mmBr = 314900NArea [Ane]1360mm314.9kN0.9See section 13.1 in SANS 10162Allowable62.98kNTr = 422280N422.28kNContact bearing load - SANS 10162 sec 13.10Allowable:84.456kNdpin = 28mmShear at weldA =615.7521601036mmfs = 227.7MPa =0.9A =3000.00mmBr =286786.568568251N =0.9See section 13.1 in SANS 10162286.7865685683kNVr = 614790NAllowable:57.3573137137kN614.79kNAllowable:122.958kNShear in pipefy = 240MPa - BS1501 161 gr.430AShear at pinfs = 158.4MPafs = 227.7MPaPipe WT =20mmA =1360.00mmA =6800mm =0.9See section 13.1 in SANS 10162 =0.9Vr = 278704.8NVr = 969408N278.7048kN172000kNAllowable:55.74096kNAllowable:34400kN

Therefore the allowable lifting weight on the lug is:55.74096kN5.68206TonnesPASS

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Type A4CALCULATION SHEETClient :LETHABO Sheet:1 of 1Standard Lifitng Lug TYPE A4Enq / Contract No. :NL20Document Number :81550-00-69-EC013057Calcs by :M.NdembeCheck by :Date :04 Dec 2013Date :Rev :1

Material:EN 10025-2-S355JR Yield:345MPa Ultimate:470MPaSafety Factor5Actual Load per Lug12Tonnes

The lifting lug is designed to work with 17 ton shackles

Weld size:10mmFull penetrationThickness:30mmdOuter Raduis:80mmcHole Diameter:45mmbHeight:100mmLoad bearing - SANS 10162 sec 13.10aWidth:200mmbr =0.67Tensiona =80mmArea [Ag]3450mmBr = 755760NArea [Ane]3450mm755.76kN0.9See section 13.1 in SANS 10162Allowable151.152kNTr = 1071225N1071.225kNContact bearing load - SANS 10162 sec 13.10Allowable:214.245kNdpin = 42mmShear at weldA =1385.4423602331mmfs = 227.7MPa =0.9A =6000.00mmBr =645269.779278566N =0.9See section 13.1 in SANS 10162645.2697792786kNVr = 1229580NAllowable:129.0539558557kN1229.58kNAllowable:245.916kNShear in pipefy = 240MPa - BS1501 161 gr.430AShear at pinfs = 158.4MPafs = 227.7MPaPipe WT =20mmA =3450.00mmA =9200mm =0.9See section 13.1 in SANS 10162 =0.9Vr = 707008.5NVr = 1311552N707.0085kN172000kNAllowable:141.4017kNAllowable:34400kN

Therefore the allowable lifting weight on the lug is:129.0539558557kN13.15535TonnesPASS

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Type B1CALCULATION SHEETClient :LETHABO Sheet:1 of 1Standard Lifitng Lug TYPE B1Enq / Contract No. :NL20Document Number :81550-00-69-EC013058Calcs by :M.NdembeCheck by :Date :04 Dec 2013Date :Rev :1

Material:EN 10025-2-S355JR Yield:355MPa Ultimate:470MPaSafety Factor5Actual Load per Lug1.5Tonnes

The lifting lug is designed to work with 2 ton shackles

Weld size:5mmFull penetrationThickness:10mmdOuter Raduis:35mmcHole Diameter:20mmbHeight:50mmLoad bearing - SANS 10162 sec 13.10aWidth:115mmbr =0.67Tensiona =35mmArea [Ag]500mmBr = 110215NArea [Ane]500mm110.215kN0.9See section 13.1 in SANS 10162Allowable22.043kNTr = 158625N158.625kNContact bearing load - SANS 10162 sec 13.10Allowable:31.725kNdpin = 16mmShear at weldA =201.0619298297mmfs = 234.3MPa =0.9A =1150.00mmBr =96358.9298709061N =0.9See section 13.1 in SANS 1016296.3589298709kNVr = 242500.5NAllowable:19.2717859742kN242.5005kNAllowable:48.5001kNShear in pipefy = 240MPa - BS1501 161 gr.430AShear at pinfs = 158.4MPafs = 234.3MPaPipe WT =20mmA =500.00mmA =5000mm =0.9See section 13.1 in SANS 10162 =0.9Vr = 105435NVr = 712800N105.435kN172000kNAllowable:21.087kNAllowable:34400kN

Therefore the allowable lifting weight on the lug is:19.2717859742kN1.96450TonnesPASS

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Type B2CALCULATION SHEETClient :LETHABO Sheet:1 of 1Standard Lifitng Lug TYPE B2Enq / Contract No. :NL20Document Number :81550-00-69-EC013059Calcs by :M.NdembeCheck by :Date :04 Dec 2013Date :Rev :1

Material:EN 10025-2-S355JR Yield:355MPa Ultimate:470MPaSafety Factor5Actual Load per Lug3Tonnes

The lifting lug is designed to work with 3.25 ton shackles

Weld size:5mmFull penetrationThickness:15mmdOuter Raduis:40mmcHole Diameter:25mmbHeight:70mmLoad bearing - SANS 10162 sec 13.10aWidth:155mmbr =0.67Tensiona =40mmArea [Ag]825mmBr = 188940NArea [Ane]825mm188.94kN0.9See section 13.1 in SANS 10162Allowable37.788kNTr = 261731.25N261.73125kNContact bearing load - SANS 10162 sec 13.10Allowable:52.34625kNdpin = 22mmShear at weldA =380.1327110844mmfs = 234.3MPa =0.9A =2325.00mmBr =182178.601787182N =0.9See section 13.1 in SANS 10162182.1786017872kNVr = 490272.75NAllowable:36.4357203574kN490.27275kNAllowable:98.05455kNShear in pipefy = 240MPa - BS1501 161 gr.430AShear at pinfs = 158.4MPafs = 234.3MPaPipe WT =20mmA =825.00mmA =6800mm =0.9See section 13.1 in SANS 10162 =0.9Vr = 173967.75NVr = 969408N173.96775kN172000kNAllowable:34.79355kNAllowable:34400kN

Therefore the allowable lifting weight on the lug is:34.79355kN3.54674TonnesPASS

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Type B3CALCULATION SHEETClient :LETHABO Sheet:1 of 1Standard Lifitng Lug TYPE B3Enq / Contract No. :NL20Document Number :81550-00-69-EC013060Calcs by :M.NdembeCheck by :Date :04 Dec 2013Date :Rev :1

Material:EN 10025-2-S355JR Yield:345MPa Ultimate:470MPaSafety Factor5Actual Load per Lug5Tonnes

The lifting lug is designed to work with 6.5 ton shackles

Weld size:7mmFull penetrationThickness:20mmdOuter Raduis:50mmcHole Diameter:32mmbHeight:100mmLoad bearing - SANS 10162 sec 13.10aWidth:220mmbr =0.67Tensiona =50mmArea [Ag]1360mmBr = 314900NArea [Ane]1360mm314.9kN0.9See section 13.1 in SANS 10162Allowable62.98kNTr = 422280N422.28kNContact bearing load - SANS 10162 sec 13.10Allowable:84.456kNdpin = 28mmShear at weldA =615.7521601036mmfs = 227.7MPa =0.9A =4400.00mmBr =286786.568568251N =0.9See section 13.1 in SANS 10162286.7865685683kNVr = 901692NAllowable:57.3573137137kN901.692kNAllowable:180.3384kNShear in pipefy = 240MPa - BS1501 161 gr.430AShear at pinfs = 158.4MPafs = 227.7MPaPipe WT =20mmA =1360.00mmA =9600mm =0.9See section 13.1 in SANS 10162 =0.9Vr = 278704.8NVr = 1368576N278.7048kN172000kNAllowable:55.74096kNAllowable:34400kN

Therefore the allowable lifting weight on the lug is:55.74096kN5.68206TonnesPASS

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Type B4CALCULATION SHEETClient :LETHABO Sheet:1 of 1Standard Lifitng Lug TYPE A4Enq / Contract No. :NL20Document Number :81550-00-69-EC013061Calcs by :M.NdembeCheck by :Date :04 Dec 2013Date :Rev :1

Material:EN 10025-2-S355JR Yield:345MPa Ultimate:470MPaSafety Factor5Actual Load per Lug12Tonnes

The lifting lug is designed to work with 17 ton shackles

Weld size:10mmFull penetrationThickness:30mmdOuter Raduis:80mmcHole Diameter:45mmbHeight:100mmLoad bearing - SANS 10162 sec 13.10aWidth:250mmbr =0.67Tensiona =80mmArea [Ag]3450mmBr = 755760NArea [Ane]3450mm755.76kN0.9See section 13.1 in SANS 10162Allowable151.152kNTr = 1071225N1071.225kNContact bearing load - SANS 10162 sec 13.10Allowable:214.245kNdpin = 42mmShear at weldA =1385.4423602331mmfs = 227.7MPa =0.9A =7500.00mmBr =645269.779278566N =0.9See section 13.1 in SANS 10162645.2697792786kNVr = 1536975NAllowable:129.0539558557kN1536.975kNAllowable:307.395kNShear in pipefy = 240MPa - BS1501 161 gr.430AShear at pinfs = 158.4MPafs = 227.7MPaPipe WT =20mmA =3450.00mmA =11200mm =0.9See section 13.1 in SANS 10162 =0.9Vr = 707008.5NVr = 1596672N707.0085kN172000kNAllowable:141.4017kNAllowable:34400kN

Therefore the allowable lifting weight on the lug is:129.0539558557kN13.15535TonnesPASS

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Table CALCULATION SHEETClient :HENDRINASheet:1 of 1Lifting lugsEnq / Contract No. :NC20Document Number :Calcs by :M.NdembeCheck by :Date :25 Oct 2012Date :Rev :1

MassabcdthicknessFillet Weld Size5 Tonnes200150503020122 Tonnes1501004020106

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