PV Elite 2017                                                                                  145
FileName : Lifting lug T-1
Leg & Lug Analysis New Leg/Lug                          Item:      1       9:47a Oct 29,2018 
Input Echo, Leg & Lug Item     1,    Description: New Leg/Lug
    Design Internal Pressure                                        0.00    bars
    Design Temperature for Attachment                   TEMP      114.00    C
    Vessel Outside Diameter                               OD    1912.000    mm.
    Vessel Wall Thickness                                 Ts      6.0000    mm.
    Vessel Corrosion Allowance                           Cas      0.0000    mm.
    Vessel Material                                         SA-240 304L
    Vessel Material UNS Number                                    S30403
    Vessel Allowable Stress at Design                      S      115.15    N./mm^2
    Analysis Type:                                              Lifting Lug
    Lifting Lug Material                                    SA-240 304L
    Lifting Lug Material UNS Number                               S30403
    Lifting Lug Yield Stress                           YIELD      141.40    N./mm^2
    Lifting Lug Orientation to Vessel                     Perpendicular
    Total Height of Lifting Lug                            w    200.0000    mm.
    Thickness of Lifting Lug                               t     16.0000    mm.
    Diameter of Hole in Lifting Lug                       dh     50.0000    mm.
    Radius of Semi-Circular Arc of Lifting Lug             r     50.0000    mm.
    Height of Lug from bottom to Center of Hole            h     90.0000    mm.
    Offset from Vessel OD to Center of Hole              off     96.0000    mm.
    Minimum thickness of Fillet Weld around Lug           tw      6.0000    mm.
    Length of weld along side of Lifting Lug              wl     32.0000    mm.
    Length of Weld along Bottom of Lifting Lug            wb    400.0000    mm.
    Lift Orientation                                             Vertical
    Force Along Vessel Axis                              Fax      285.00    Kgf
    Force Normal to Vessel                                Fn     1702.00    Kgf
    Force Tangential to Vessel                            Ft      225.00    Kgf
    Impact Factor                                     Impfac        2.00
    Occasional Load Factor (AISC A5.2)                Occfac        1.00
Results for lifting lugs, Description : New Leg/Lug
PV Elite 2017                                                                                        146
FileName : Lifting lug T-1
Leg & Lug Analysis New Leg/Lug                                 Item:         1   9:47a Oct 29,2018 
    Weld Group Inertia about the Circumferential Axis                  ILC        177.997   cm**4
    Weld Group Centroid distance in the Long. Direction YLL                        22.000   mm.
    Dist. of Weld Group Centroid from Lug bottom                  YLL_B            16.000   mm.
    Weld Group Inertia about the Longitudinal Axis                     ILL       6404.756   cm**4
    Weld Group Centroid Distance in the Circ. Direction YLC                        14.000   mm.
Applying the Impact factor to the loads:
     Fax = 285.00 * 2.00 = 570.00 Kgf
     Ft   = 225.00 * 2.00 = 450.00 Kgf
     Fn   = 1702.00 * 2.00 = 3404.00 Kgf
Primary Shear Stress in the Welds due to Shear Loads [Ssll]:
     = Sqrt( Fax^2+Ft^2+Fn^2 ) / ( (2*wl+wb) * tw )
     = Sqrt(570^2+450^2+3404^2) / ( (2*32.0 +400.0 ) * 6.0000 )
     = 12.26 N./mm^2
Shear Stress in the Welds due to Bending Loads [Sblf]:
     = (Fn*(h-YLL_B)) *YLL/ILC + (Fax*off *YLL/ILC) + (Ft*off *YLC/ILL)
     = (3404 *(90.000 -16.000 )) * 22.000 /177.997 +
       (570 *96.000 * 22.000 /177.997 ) +
       (450 *96.000 * 14.000 /6404.756 )
     = 37.26 N./mm^2
Total Shear Stress for Combined Loads [St]:
     = Ssll + Sblf
     = 12.261 + 37.258
     = 49.52 N./mm^2
Allowable Shear Stress for Combined Loads [Sta]:
     = 0.4 * Yield * Occfac (AISC Shear All.)
     = 0.4 * 141 * 1.00
     = 56.56 N./mm^2
Shear Stress in Lug above Hole [Shs]:
     = Sqrt( Fax^2 + Fn^2 + Ft^2 ) / Sha
     = Sqrt( 570^2 + 3404^2 + 450^2 ) / 8.000
     = 42.67 N./mm^2
PV Elite 2017                                                                          147
FileName : Lifting lug T-1
Leg & Lug Analysis New Leg/Lug                      Item:    1     9:47a Oct 29,2018
 
Allowable Shear Stress in Lug above Hole [Sas]:
     = 0.4 * Yield * Occfac
     = 0.4 * 141 * 1.00
     = 56.56 N./mm^2
Pin Hole Bearing Stress [Pbs]:
     = Sqrt( Fax^2 + Fn^2 ) / ( t * dh )
     = Sqrt( 570^2 + 3404^2 ) / ( 16.000 * 50.000 )
     = 42.31 N./mm^2
Allowable Bearing Stress [Pba]:
     = Min( 0.75 * Yield * Occfac, 0.9*Yield ) AISC Bearing All.
     = Min( 0.75 * 141 * 1.00 , 127.3 )
     = 106.05 N./mm^2
Bending stress at the base of the lug [Fbs]:
     = Ft*off / (w*t2 / 6) + Fax*off / (w2*t / 6)
     = 450 * 96.000 / (200.000 * 16.0002 / 6) +
        570 * 96.000 / (200.0002 * 16.000 / 6)
     = 54.68    N./mm^2
Tensile stress at the base of the lug [Fa]:
     = Fn / (w * t) = 3404 / (200.000 * 16.000 )
     = 10.43    N./mm^2
Total Combined Stress at the base of the lug:
    = Fbs + Fa = 65.1 N./mm^2
Lug Allowable Stress for Bending and Tension:
     = Min( 0.66 * Yield * Occfac, 0.75*Yield )
     = Min( 0.66 * 141 * 1.00 , 106.1 ) = 93.3 N./mm^2
Summary of Results
                    Stress (N./mm2)                      Actual    Allowable P/F|
PV Elite 2017                                                                                     148
FileName : Lifting lug T-1
Leg & Lug Analysis New Leg/Lug                           Item:        1    9:47a Oct 29,2018 
    ------------------------------------------------------------------------------
    Primary Shear Stress of Weld :                                 49.52         56.56   Ok   |
    Shear Stress above Hole :                                      42.67         56.56   Ok   |
    Pin Hole Bearing Stress :                                      42.31        106.05   Ok   |
    Total Combined Stress at the lug base :                        65.11         93.32   Ok   |
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