Upload
namasral
View
236
Download
0
Embed Size (px)
Citation preview
7/27/2019 Weight&Lifting - To Check
1/54
TABLE OF CONTENT PAGE
1 2-3
2 43 5
4 6
5 7
6 8
7 9
8 10-12
9 13-15
10 16
11 17
12 18-20
13 21-23
14 24-26
15 27-29
16 30
17 31
18 32
19 33
20 34-35
21 36
22 37
23 38-42
SLING & WIRE ROPE CALC @ SPREADER BAR (TANK)
WIND LOADING CALCULATION
LOAD AT BASE & TRANSPORTATION LOAD CALCULATION
BASE PLATE DESIGN CALCULATION_T-9101&T-9111
BASE PLATE DESIGN CALCULATION_T-9121
LEG DESIGN CALCULATION
CADWORX C.O.G CALCULATION
WEIGHT AND ANALYSIS SUMMARY
SLING & WIRE ROPE CALC (TANK)_T-9101 & T-9111 and T-9121
SKID SUPPORT STRENGTH CALCULATION
SUMMARY OF LIFTING LUG & SPREADER BAR
APPENDIX
ALLOWABLE STRESS REFERENCE
SLING & WIRE ROPE CALC @ SPREADER BAR (SKID)
DESIGN CALC DESCRIPTION & ASSUMPTION
WEIGHT CALCULATION
CALCULATION OF LIFTING FORCE (SKID)
SLING & WIRE ROPE CALC (SKID)LIFTING LUG DESIGN CALC (TANK)_T-9101 & T-9111
LIFTING SPREADER PIPE SIZING CALC (TANK)_T-9101 & T-9111
LIFTING LUG DESIGN CALC (TANK)_T-9121
LIFTING SPREADER PIPE SIZING CALC (TANK)_T-9121
LIFTING LUG DESIGN CALC (SKID)
LIFTING SPREADER PIPE SIZING CALC (SKID)
7/27/2019 Weight&Lifting - To Check
2/54
DESIGN CALC DESCRIPTION & ASSUMPTION
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
Design Calculation Description :
Design and Lifting Calculations for BOKOR C.I. Skid project is written in MS-Excel for the
purpose of calculating the minimum plate thickness of the tanks and sizes of stiffener required. Specifically,
the design is based on the Roark's Formulas for Stress & Strain, Bending Equation formulas and
Standard engineering formulas
Lifting calculations is to calculate the required dimensional thickness and strength of the lifting lugs
during lifting operation. Bending equations of "Simply supported beam" and "Statically indeterminate beams"
are used in calculating required size of the spreader beam section used. The slings and shackle sizes
are also selected after selection of lifting lugs for the tanks and skid .
The formula for determining the bending stress in a beam under simple bending is :
is the bending stressM - the moment about the neutral axis
y - the perpendicular distance to the neutral axis
Ix - the second moment of area about the neutral axis x
b - the width of the section being analyzed
h - the depth of the section being analyzed
Weight and Centre of Gravity Calculation Description :
Weight and Centre of Gravity Calculation for BOKOR C.I. Skid project is written in
MS-Excel for the purpose of calculating the lifting weight of the Skid. CADWorx is the 3D drafting softwares
that able to calculate the Centre Of Gravity (C.O.G) of both Skid during lifting operation.
7/27/2019 Weight&Lifting - To Check
3/54
DESIGN CALC DESCRIPTION & ASSUMPTION
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
Design Calculation Assumptions :
(3.1) The beam is of homogeneous material that has similar Modulus of elasticity in tension and compression.
(3.3) The cross section is uniform.
(3.4) The beam has at least one longitudinal plane of symmetry.
4. The Bending stress formulas in the calculation are based on the following assumptions:
(4.1) The beams are assumed to be symmetric about the x-y plane
(4.1) All loads must act in the x-y plane.
(4.1) A right handed coordinate system is adopted, with x-axis along the longitudinal axis of the beam.
References :
1. Roarks Formulas for Stress and Strain (7th Edition) by Warren C. Young & Richard G. Budynas
2. Pressure Vessel Handbook (7th Edition) by Henry H. Bedner
3. Pressure Vessel Handbook by Eugene F. Megyesy
1. The Roark's formulas Chapter 11 for the calculation of the required plate thickness are based on the following a
(1.1) The plate is flat, of uniform thickness, and of homogeneous isotropic material.
(1.2) The thickness is not more than about one quarter of the least transverse dimension, and the maximum
deflection is not more than about one-half the thickness.
(1.3) All forcesloads and reactionsare normal to the plane of the plate.
(1.4) The plate is nowhere stressed beyond the elastic limit.
2. Chapter 11.10 of Roark's Formula described formulas in Bending of Uniform-Thickness Plates with Straight
Boundaries. Table 11.4 presents maximum values where possible and the significant values otherwise for
deflections normal to the plate surface, bending stresses, and the boundary reaction forces R.
3. The Roark's formulas Chapter 8 in determining the stiffener sizes are based on the following
assumptions:
(3.1) The beam is straight or nearly so; if it is slightly curved, the curvature is in the plane of
bending and the radius of curvature is at least 10 times the depth.
(3.5) All loads and reactions are perpendicular to the axis of the beam and lie in the same plane,
which is a longitudinal plane of symmetry.
7/27/2019 Weight&Lifting - To Check
4/54
WEIGHT CALCULATION
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
ITEM QTY SET WEIGHT
T-9101 & T-9111
SIDE PLATE (1) 1.70 m x 1.70 m x 6 thk 1 2 294.78 kg
SIDE PLATE (2) 2.15 m x 2.00 m x 6 thk 1 2 438.60 kgBASE PLATE 1.70 m x 2.00 m x 6 thk 1 1 173.40 kg
ROOF PLATE 1.70 m x 2.00 m x 6 thk 1 1 173.40 kg
SIDE WALL (1) - HORZ FB 50 x 6 x 1.70 m 3 2 26.01 kg
SIDE WALL (1) - VERT FB 50 x 6 x 1.70 m 3 2 26.01 kg
SIDE WALL (2) - HORZ FB 50 x 6 x 2.00 m 3 2 30.60 kg
SIDE WALL (2) - VERT FB 50 x 6 x 1.70 m 2 2 17.34 kg
ROOF PLATE - HORZ FB 50 x 6 x 2.10 m 1 2 10.71 kg
ROOF PLATE - VERT FB 50 x 6 x 1.50 m 1 2 7.65 kg
BOTTOM PLATE - HORZ FB 50 x 6 x 2.10 m 1 2 10.71 kg
BOTTOM PLATE - VERT FB 50 x 6 x 1.50 m 1 2 7.65 kg
NOZZLE / OPENINGS 233.90 kg
FLANGES 230.00 kgMISC (PIPING / OTHERS) 300.00 kg
T-9121
SIDE PLATE (1) 2.15 m x 1.40 m x 6 thk 0 2 0.00 kg
SIDE PLATE (2) 2.15 m x 1.50 m x 6 thk 0 2 0.00 kg
BASE PLATE 1.50 m x 1.40 m x 6 thk 0 1 0.00 kg
ROOF PLATE 1.50 m x 1.40 m x 6 thk 0 1 0.00 kg
0
SIDE WALL (1) - HORZ FB 50 x 6 x 1.40 m 0 2 0.00 kg
SIDE WALL (1) - VERT FB 50 x 6 x 2.15 m 0 2 0.00 kg
SIDE WALL (2) - HORZ FB 50 x 6 x 1.50 m 0 2 0.00 kg
SIDE WALL (2) - VERT FB 50 x 6 x 2.15 m 0 2 0.00 kg
ROOF PLATE - HORZ FB 50 x 6 x 1.50 m 0 2 0.00 kg
ROOF PLATE - VERT FB 50 x 6 x 1.40 m 0 2 0.00 kgBOTTOM PLATE - HORZ FB 50 x 6 x 1.50 m 0 2 0.00 kg
BOTTOM PLATE - VERT FB 50 x 6 x 1.40 m 0 2 0.00 kg
NOZZLE / OPENINGS 0.00 kg
FLANGES 0.00 kg
MISC (PIPING / OTHERS) 0.00 kg
SKID SUPPORT
UC150x150x23 kg/m2 3.0 m x 23 kg/m2 1 1 69.00 kg
UC250x250x89 kg/m3 23.0 m x 89 kg/m2 1 1 2047.00 kg
C300x100x8tx46 kg/m3 2.0 m x 46 kg/m2 1 1 92.00 kg
SHS76x76x6.4tx13 kg/m4 2.0 m x 13 kg/m2 1 1 26.00 kg
TOTAL WEIGHT 4214.8 kg
Volume height width length
T-9101 & T-9111 1.70 m x 1.70 m x 2.00 mm = 5.78 m3
T-9121 2.15 m x 2.15 m x 1.40 mm = 6.47 m3
Water Weight [ Volume x Density(@1000 kg/m3)] 12,252 kg
RESULT
4,214.8 kg
16,466 kg
16,466 kgFULL WATER WEIGHT
DESCRIPTION
EMPTY WEIGHT
OPERATING WEIGHT (Empty Weight + Water Weight)
7/27/2019 Weight&Lifting - To Check
5/54
WIND LOADING - BS 6399 - PART 2 -1997
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
Terrain Category = 1
Region = D
Basic Wind Speed Vb = 50.00 m/s
Shielding Factor Ms = 1
Topographic Factor Sa = 1
Direction Factor Sd = 1
Probability Factor Sp = 1
Seasonal Factor Ss = 1
Terrain and Building Factor Sb = 1
Design Wind Speed Vz = 50.00 m/s ( Vb x Sa x Sd x Sp x Ss )
Effective (Design) Wind speed Ve = 50.00 m/s ( Vz x Sb )
Dynamic Pressure qz = 1.5325 kPa ( 0.613 x Ve2
x 10-3
)
Drag Coefficient Cd = 1
H = 3,225 mm
Width = 2,000 mm
Az = 6,450,000 mm2
322
5
H / Width = 1.61
Kar = 1
Cd' = 1 ( Cd x Kar )
Wind Force Fw = 9884.6 N ( Cd' x qz x Az ) / 103
Height to COG h = 1612.500 mm ( H / 2 )
Overturning Moment Mw = 15938958 Nmm ( Fw x h )
2000
7/27/2019 Weight&Lifting - To Check
6/54
LOAD AT BASE & TRANSPORTATION LOAD CALCULATION
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
WEIGHTS
Empty We = 4,215 kg ------> 41347 N
EXTERNAL LOADS
Wind Force Fw = 9,885 N
Transportation Force FD = 6266 N [( 0.5 x We )+ ( 1.4 x We )
]
.
Wind Moment Mw = 15,938,958 Nmm
Transportation Moment Mc = 10,103,427 Nmm ( FD x COG) COG= 1613 mm
(H/2)
Maximum Shear Force F = 9,885 N
Maximum O/T Moment M = 15,938,958 Nmm
HOLD DOWN BOLTS
Bolt Material.. = A 193 GR B7
Bolt Yield Stress Sy = 207 MPa
Bolt UTS... Su = 507 MPa
Allowable Tensile Ft = 124.2 MPa
Allowable Shear Fs = 69 MPa
Bolt Size. = M16
Bolt Number N = 2
Tensile Area. AT = 146 mm
Shear Area AS = 225 mm
Bolt PCD PCD = 1980.64 mm
SHEAR STRESS IN BOLT
Shear / Bolt, fs = F
N x As
21.97 MPa OK
69 MPa RATIO (Fs / fs ) = 3.14
since fs < Fs the shear stress is OK
fs =
Fs =
7/27/2019 Weight&Lifting - To Check
7/54
LEG BASEPLATE DESIGN
ITEM : T-9101 & T-9111
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
Refer Dennis R Moss Procedure 3-10
tb = (Minimum thk of base plate required)
N = No. of Support = 4
Q = Maximum Load / Support = 990 N
F = Baseplate Width = 172 mm
A = Baseplate Length = 172 mm
Fb = Allowable Bending Stress = 163.68 MPa ( 0.66 Fy )
tb = 2.1 mm
Base plate thk used = 12 mm OK
BASE PLATE WELD CHECKING
Maximum stress due to Q & F = max(Q, F)/Aw = 2.39 N/mm2
< 86.9 N/mm2
OK
Weld leg size, g = 6.0 mm
Length of weld, l = 2*( 2*F + 2*A ) = 1376 mm
Area of weld, Aw = 0.5*g*l = 4128 mm2
Joint efficiency for fillet weld, E = 0.6 -
Welding stress for steel, fw = 144.8 N/mm2
Allowable stress for weld, fw = E*fw = 86.9 N/mm2
Maximum vertical force, Q = 990.4 N
Maximum horizontal force, F = 9884.6 N
3 x Q x F
4 x A x Fb
7/27/2019 Weight&Lifting - To Check
8/54
LEG BASEPLATE DESIGN
ITEM : T-9121
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
Refer Dennis R Moss Procedure 3-10
tb = (Minimum thk of base plate required)
N = No. of Support = 4
Q = Maximum Load / Support = 0 N
F = Baseplate Width = 172 mm
A = Baseplate Length = 172 mm
Fb = Allowable Bending Stress = 163.68 MPa ( 0.66 Fy )
tb = 0.0 mm
Base plate thk used = 12 mm OK
BASE PLATE WELD CHECKING
Maximum stress due to Q & F = max(Q, F)/Aw = 2.39 N/mm2
< 86.9 N/mm2
OK
Weld leg size, g = 6.0 mm
Length of weld, l = 2*( 2*F + 2*A ) = 1376 mm
Area of weld, Aw = 0.5*g*l = 4128 mm2
Joint efficiency for fillet weld, E = 0.6 -
Welding stress for steel, fw = 144.8 N/mm2
Allowable stress for weld, fw = E*fw = 86.9 N/mm2
Maximum vertical force, Q = 0.0 N
Maximum horizontal force, F = 9884.6 N
3 x Q x F
4 x A x Fb
7/27/2019 Weight&Lifting - To Check
9/54
LEG DESIGN CALCULATION
ITEM : T-9101 & T-9111 and T-9121
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
LEG DATA
Material.....= A 36
Yield Stress, Sy...= 248.2 N/mm2
Allowable Axial Stress, fall....= 148.9 N/mm2( 0.6 x Sy )
Allowable Bending Stress, fball.......= 165.5 N/mm2( 2/3 x Sy )
LEG GEOMETRY :- I-BEAM 152 x 152 x 23 kg/m
A = 2920 mm2
Ixx = 12500000 mm4
d = 76.2 mm
e = 76.2 mm
L = 152.4 mm
r = 9 mm
AXIAL STRESS
Maximum Shear Force F = 9,885 N
Axial Stress, fa = F / A = 0.85 N/mm2
BENDING STRESS
P is Maximum of (Wind Force & Transportation Force)
Wind Force Fw = 9,885 N
Transportation Force FD = 6,266 N
Bending Stress, fb = P x L x e = 9.18 N/mm2
Ixx
COMBINED STRESS
Combined Stress, f = (fa/fall + fb/fball) = 0.06
Since Combined Stress is < 1.00 The Leg Design is OK!
e
d
X X
7/27/2019 Weight&Lifting - To Check
10/54
LIFTING LUG DESIGN CALCULATION (SKID)
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
WARNING : DO NOT LIFT MORE THAN
20.00
OF ANGLE U
Weight of skid , We = 4,215 kg
= 41,347 N
Number of lifting lug, N = 4
Number of tailing lug, Nt = 0
1.1 LIFTING LUG
Distance k = 80 mm
Lug radius, rL = 70 mm
Diameter of hole, d = 35 mm
Lug thickness, tL = 20 mmCollar plate thickness, tcp = 10 mm
Collar ring diameter, Dcp = 100 mm
Length a = 140 mm
Length b = 110 mm
Pad length, Lp = 210 mm
Pad width, Wp = 210 mm
Pad thickness, tp = 10 mm
Angle, U = 20
Shackle S.W.L : 8.5 tons
Type of shackle : Forged Shackles G 2130
Pin size, Dp = 28.70 mm
2.0 LIFTING LUG MATERIAL & MECHANICAL PROPERTIES
Material used = A 36
Specified yield stress, Sy = 248.22 N/mm
Impact load factor, p = 2.00
3.0 ALLOWABLE STRESSES
Allowable tensile stress, St.all ( = 0.6 Sy ) = 148.93 N/mm
Allowable bearing stress, Sbr.all ( = 0.9 Sy ) = 223.40 N/mm
Allowable bending stress, Sbn.all ( = 0.66 Sy ) = 163.83 N/mm
Allowable shear stress, Ss.all ( = 0.4 Sy ) = 99.29 N/mm
tp
k
Wpb
Lp
tLrL d
Fy
`U
a
w1
A A
Dcp
w3
tcp
I-Beam
w2
w2
stiff plate
7/27/2019 Weight&Lifting - To Check
11/54
LIFTING LUG DESIGN CALCULATION (SKID)
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
4.0 LIFTING LUG DESIGN - VERTICAL LIFTING
4.1 DESIGN LOAD
Design load , Wt ( = p.We ) = 82694 N
Design load per lug, W ( = Wt / N ) = 20673 N
Vertical component force, Fy = 20673 N
4.2 STRESS CHECK AT PIN HOLE
(a) Tensile Stress
Vertical component force, Fy = 20673 N
Cross sectional area of lug eye, Ae ( = 2*[ rL - d/2 ] x tL ) = 2100 mm
Tensile stress, St ( = Fy / Ae ) = 9.84 N/mm
Since St < St.all, therefore the lifting lug size is satisfactory.
(b) Bearing Stress
Vertical component force, Fy = 20673 N
Cross-sectional area , Ae = Dp x (tL+2tcp) = 1148 mm
Bearing stress, Sbr ( = Fy / Ae ) = 18.01 N/mm
Since Sbr < Sbr.all,therefore the lifting lug size is satisfactory.
(c) Shear Stress
Vertical component force, Fy = 20673 N
Cross sectional area of lug eye, Ae ( = 2.(rL-d/2).tL ) = 2100 mm
Shear stress, Ss ( = Fy / Ae ) = 9.84 N/mm
Since Ss < Ss.all,therefore the lifting lug size is satisfactory.
(d) Combine Stresses
St Sbr Ss = 0.25
------------- + -------------- + -------------- is < than 1
St.all Sbr.all Ss.all
Therefore, the lifting lug size is Satisfactory.
5.0 STRESS CHECK AT SECTION A-A
(a) Bending Stress
Bending stress due to Pa ( = Fy x tan U ) = 7525 N
Bending moment, Mb ( = Pa x k ) = 601960 Nmm
Section modulus, Z ( = 2rL*tL2/6 = 9333 mm
3
Bending stress, Sbn ( = Mb/Z ) = 64.50 N/mm
Since Sbn < Sb.all, therefore the lifting lug size is satisfactory.
(b) Tensile Stress due to Fy
Cross section area, Ae (=2rL x tL) = 2800 mm
Tensile Stress, St (=Fy/Ae) = 7.38 N/mm
Since St < St.all, therefore the lifting lug size is satisfactory.
Combine Stress Ratio, CS (= St/St.all + Sb/Sbn.all) = 0.44
Since CS
7/27/2019 Weight&Lifting - To Check
12/54
LIFTING LUG DESIGN CALCULATION (SKID)
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
6.0 DESIGN OF WELD SIZE AT LUG TO PAD JOINT
6.1 GENERAL
Weld leg , w1 = 14 mm
Weld throat thickness, tr1 = 9.9 mm
Weld leg , w2 = 7 mmWeld throat thickness, tr2 = 4.9 mm
Fillet weld joint efficiency, E = 0.6
Allowable welding stress for steel grade 43 ( E-43 ) = 125 N/mm
6.2 CRITICAL WELD CROSS-SECTIONAL PROPERTIES
Area of weld, Aw1 ( = tr1 ( a + 2b ) = 3571 mm
Area of weld, Aw2 ( = tr2 ( (2a-tM) + (2M+tM ))) = 1386 mm
Total area of weld, Aw ( = Aw1 + Aw2 ) = 4957 mm
6.3 STRESS DUE TO FORCE Fy
Component force, Fy = 20673 N
Shear stress, Ssx ( = Fy / Aw ) = 4.17 N/mm
Allowable welding stress, Sa ( = E.Sa ) = 75.00 N/mm
Since Ssx < Sa, therefore the selected weld size is satisfactory .
7.0 DESIGN OF WELD SIZE AT PAD TO TANK JOINT
7.1 GENERAL
Weld leg , w = 7 mm
Weld throat thickness, tr = 4.9 mm
Fillet weld joint efficiency, E = 0.6
Allowable welding stress for steel grade 43 ( E-43 ) = 125 N/mm
7.2 CRITICAL WELD CROSS-SECTIONAL PROPERTIES
Area of weld, Aw ( = 2 tr ( Wp + Lp ) ) = 4155 mm
7.3 STRESS DUE TO FORCE Fy
Component force, Fy = 20673 N
Shear stress, Ssx ( = Fy / Aw ) = 4.98 N/mm
Allowable welding stress, Sa ( = E.Sa ) = 75.00 N/mm
Since Ssx < Sa, therefore the selected weld size is satisfactory .
7/27/2019 Weight&Lifting - To Check
13/54
LIFTING SPREADER PIPE SIZING CALCULATIONS (SKID)
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
Weight of component to be lifted (+ Spreader pipe weight) = 4,342 kg
Component force acting on beam, F = 80,939 N
Impact factor = 2
1) PIPE SIZING
Pipe size : 6 in SCH 80
Outer diameter of pipe, D = 168.3 mm
Thickness of pipe, = 10.97 mm
Outer Radius of pipe, R = 84.15 mm
Inner radius of pipe, r = 73.18 mm
Section modulus of pipe, Zx-x = 200333 mm3
Cross section area of pipe, A = 5422 mm2
Unbraced length of member, L = 3000 mm
Spreader Pipe weight = 127.68 kg
Material used = A 106.Gr.B
Specified yield stress, Sy = 241.31 N/mm
a) Bending Stress
Maximum bending moment occurs at the point where dM/dx = 0 and shear force is zero,
that is, at the middle of the beam.
Total bending moment, M ( = F.L / 4 ) = 60,704,054 Nmm
Bending stress, Sb ( = M / Zx-x ) = 303.02 N/mmAllowable bending stress, Sb.all ( = 0.66Sy ) = 159.26 N/mm
Since Sb > Sb.all,therefore the pipe size is not satisfactory!!!
b) Compressive Stress
Compressive force, Fc = 80,939 N
Compressive stress, Sc = 14.93 N/mm
Allowable compressive stress, Sc.all ( = 0.6Sy ) = 144.79 N/mm
Combined stresses,
Sc Sb
U = + = 2.01
Sc.all Sb.all
Since U > 1, therefore the pipe size is not satisfactory!!!
L
F
R1 R2
7/27/2019 Weight&Lifting - To Check
14/54
LIFTING SPREADER PIPE SIZING CALCULATIONS (SKID)
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
2) LUG SIZING
Lug radius, rL(S) = 70 mm
Lug thickness, tL(S) = 25 mm
Lug base width, wL(S) = 192 mm
Diameter of hole, d(S) = 35 mm
Distance from lug hole to base, hL = 80 mm
No of lug eye, = 2
Maximum combined force acting on lug eye, Fc = 40469 N
LIFTING LUG MATERIAL & MECHANICAL PROPERTIES
Material used = A 36
Specified yield stress, Sy = 248.21 N/mm
Allowable tensile stress, St.all ( = 0.6Sy ) = 148.93 N/mm
Allowable bearing stress, Sbr.all ( = 0.9Sy ) = 223.39 N/mm
Allowable shear stress, Ss.all ( = 0.4Sy ) = 99.28 N/mm
SHACKLES
Shackle rating ( S.W.L ) : 8.50 tons
Type of shackle : BOLT Type Anchor shackle G2130
Pin size, Dp = 29.00 mm
STRESS CHECK AT PIN HOLE
a) Tensile Stress
Maximum tensile force, Ft = 40469 N
Cross sectional area of lug eye, Ae ( =2 [rL-d/2].tL ) = 2625 mm
Tensile stress, St = 15.42 N/mm
Since St < St.all, therefore the lug size is satisfactory.
rL(S)
hL
d(S)
wL(S)
7/27/2019 Weight&Lifting - To Check
15/54
LIFTING SPREADER PIPE SIZING CALCULATIONS (SKID)
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
b) Bearing Stress
Maximum bearing force, Fbr = 40469 N
Cross sectional area of lug eye, Ae ( =Dp.tL ) = 725 mm
Bearing stress, Sbr = 55.82 N/mm
Since Sbr < Sbr.all,therefore the lug size is satisfactory.
c) Shear Stress
Maximum shear force, Ft/2 = 40469 N
Cross sectional area of lug eye, Ae ( = (rL-d/2).tL ) = 1312.5 mm
Shear stress, Ss = 30.83 N/mm
Since Ss < Ss.all,therefore the lug size is satisfactory.
3) WELD SIZE CALCULATIONS
Weld leg used, = 14 mm
Weld throat thickness used, tr = 10 mm
Filler metal material : E-43
Fillet weld joint efficiency, E = 0.49Welding stress for steel grade 43 ( E-43 ), = 125 N/mm
Allowable welding stress,Sw = 61.25 N/mm
a) Tensile Stress
Maximum tensile force,Ft = 40469 N
Area of weld, Aw = 2*(tL+wL)*tr = 4253 mm
Tensile stress, St = [(Ft/Aw)] = 9.52 N/mm
Since St < Sw,therefore weld leg is satisfactory.
(b) Shear stres
Maximum shear force,Ft = 40469 N
Shear stress, Ss = (Ft/Aw) = 9.52 N/mmAllowable welding stress for steel grade 43 ( E-43 ), Sw = 61.25 N/mm
Since Sh < Sw,therefore weld leg dimension i SATISFACTORY.
(c) Bending stress
Maximum bending force,Fb = 46723 N
Bending stress, Sb = [(Fb/Aw)] = 3.41 N/mm
Allowable welding stress for steel grade 43 ( E-43 ), Sw = 61.25 N/mm
Since Sb < Sw,therefore weld leg dimension i SATISFACTORY.
7/27/2019 Weight&Lifting - To Check
16/54
SLING AND WIRE ROPE CALCULATION @ SPREADER PIPE (SKID)
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
Selection of Sling's Safe Working Load (SWL) (SLING S5 & S6) - REFER DWG
Design safety Factor = 2
Number of leg = 2
Vertical WLL = Weight of Load lifted / No. of legs = 4,646 lb= ( Load on each sling ) = 2.11 ton
To calculate actual Sling capacity when lifting load at specified angle, a Sling angle factor will be used as shown
in the calculation below :
TABLE 1
Sling ratio = 38%
Actual Sl ing Capacity = Factor x Rated Capacity of Sl ing b eing used
Min Required Sling SWL = 2.11 ton (From calculation above)
Sling angle = 60 (Advisable using btw 45 to 60, but not below 30 )
Rated Sling SWL used = 6.35 ton (As per table EN13414-1-Table 3)
Actual Sl ing Capacity = 0.866 x 6.35
= 5.499 ton OK
Proceed to next calc
Wire Rope Diameter calculation
Safe working lo ad = (diameter)2 8 Wire rope diameter (inch) & SWL ( tonne )
The above formula can be used to est imateSWL of the wire rope to be used when lifting the loads.
Therefore, the estimated diameter of wire ropes is :
Wire rope diameter = SQRT (SWL of wi re rope / 8)
= 0.891 in
= 22.63 mm To Used ----> 24 mm (See note) (See note)
SUMMARY
WIRE ROPE DIAMETER USED = 24 mm
SWL OF SLING USED = 6.35 ton
MIN. REQUIRED SWL OF SLING = 2.11 ton
NOTE : ( Est imated values only. Please consu lt wire rope manufacturer for co nf irmation on rated SWL
of wire rope calculated)
7/27/2019 Weight&Lifting - To Check
17/54
SLING AND WIRE ROPE CALCULATION (SKID)
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
Selection of Sling's Safe Working Load (SWL) (SLING S1/S2/S3/S4) - REFER DWG
Design safety Factor = 2
Number of leg = 4
Vertical WLL = Weight of Load lifted (lb) / No. of legs = 18584 / 4 = 4,646 lb= ( Load on each sling ) = 2.11 ton
To calculate actual Sling capacity when lifting load at specified angle, a Sling angle factor will be used as shown
in the calculation below :
TABLE 1
Sling ratio = 38%
Actu al Sl ing Capacity = Factor x Rated Capacity of Sl ing b eing used
Min Required Sling SWL = 2.11 ton (From calculation above)
Sling angle = 60 (Advisable using btw 45 to 60, but not below 30 )
Rated Sling SWL used = 6.35 ton (As per table EN13414-1-Table 3)
Actu al Sl ing Capacity = 0.866 x 6.35
= 5.499 ton OK Proceed to next calc
Proceed to next calc
Wire Rope Diameter calculation
Safe working lo ad = (diameter)2 8 Wire rope diameter (inch) & SWL ( tonne )
The above formula can be used to est imateSWL of the wire rope to be used when lifting the loads.
Therefore, the estimated diameter of wire ropes is :
Wire rope diameter = SQRT (SWL of wi re rope / 8)
= 0.891 in
= 22.6 mm To Used ----> 24 mm (See note)
NOTE : ( Est imated values only. Please cons ult wire rope manu facturer for conf irm ation on rated SWL
of wire rope calculated)
7/27/2019 Weight&Lifting - To Check
18/54
LIFTING LUG DESIGN CALCULATION (TANK)
ITEM : T-9101 & T-9111
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
WARNING : DO NOT LIFT MORE THAN
20.00
OF ANGLE U
Weight of tank , We = 1,981 kg
= 19,431 N
Number of lifting lug, N = 4
Number of tailing lug, Nt = 0
1.1 LIFTING LUG
Distance k = 60 mm
Lug radius, rL = 45 mm
Diameter of hole, d = 30 mm
Lug thickness, tL = 12 mmCollar plate thickness, tcp = 0 mm
Collar ring diameter, Dcp = 0 mm
Length a = 90 mm
Length b = 70 mm
Pad length, Lp = 150 mm
Pad width, Wp = 100 mm
Pad thickness, tp = 8 mm
Angle, U = 20
Shackle S.W.L : 4.75 tons
Type of shackle : Forged Shackles G 2130
Pin size, Dp = 22.40 mm
2.0 LIFTING LUG MATERIAL & MECHANICAL PROPERTIES
Material used = A 36Specified yield stress, Sy = 248.22 N/mm
Impact load factor, p = 2.00
3.0 ALLOWABLE STRESSES
Allowable tensile stress, St.all ( = 0.6 Sy ) = 148.93 N/mm
Allowable bearing stress, Sbr.all ( = 0.9 Sy ) = 223.40 N/mm
Allowable bending stress, Sbn.all ( = 0.66 Sy ) = 163.83 N/mm
Allowable shear stress, Ss.all ( = 0.4 Sy ) = 99.29 N/mm
tp
k
Wp
b
Lp
tLrL d
Fy
`U
a
w3
w1
AA
w2
w2
stiff plate
Dcp
7/27/2019 Weight&Lifting - To Check
19/54
LIFTING LUG DESIGN CALCULATION (TANK)
ITEM : T-9101 & T-9111
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
4.0 LIFTING LUG DESIGN - VERTICAL LIFTING
4.1 DESIGN LOAD
Design load , Wt ( = p.We ) = 38863 N
Design load per lug, W ( = Wt / N ) = 9716 N
Vertical component force, Fy = 9716 N
4.2 STRESS CHECK AT PIN HOLE
(a) Tensile Stress
Vertical component force, Fy = 9716 N
Cross sectional area of lug eye, Ae ( = 2*[ rL - d/2 ] x tL ) = 720 mm
Tensile stress, St ( = Fy / Ae ) = 13.49 N/mm
Since St < St.all, therefore the lifting lug size is satisfactory.
(b) Bearing Stress
Vertical component force, Fy = 9716 N
Cross-sectional area , Ae = Dp x (tL+2tcp) = 269 mm
Bearing stress, Sbr ( = Fy / Ae ) = 36.14 N/mm
Since Sbr < Sbr.all,therefore the lifting lug size is satisfactory.
(c) Shear Stress
Vertical component force, Fy = 9716 N
Cross sectional area of lug eye, Ae ( = 2.(rL-d/2).tL ) = 720 mm
Shear stress, Ss ( = Fy / Ae ) = 13.49 N/mm
Since Ss < Ss.all,therefore the lifting lug size is satisfactory.
(d) Combine Stresses
St Sbr Ss = 0.39
------------- + -------------- + -------------- is < than 1
St.all Sbr.all Ss.all
Therefore, the lifting lug size is Satisfactory.
5.0 STRESS CHECK AT SECTION A-A
(a) Bending Stress
Bending stress due to Pa ( = Fy x tan U ) = 3536 N
Bending moment, Mb ( = Pa x k ) = 212172 Nmm
Section modulus, Z ( = 2rL*tL2/6 = 2160 mm
3
Bending stress, Sbn ( = Mb/Z ) = 98.23 N/mm
Since Sbn < Sb.all, therefore the lifting lug size is satisfactory.
(b) Tensile Stress due to Fy
Cross section area, Ae (=2rL x tL) = 1080 mm
Tensile Stress, St (=Fy/Ae) = 9.00 N/mm
Since St < St.all, therefore the lifting lug size is satisfactory.
Combine Stress Ratio, CS (= St/St.all + Sb/Sbn.all) = 0.66
Since CS
7/27/2019 Weight&Lifting - To Check
20/54
LIFTING LUG DESIGN CALCULATION (TANK)
ITEM : T-9101 & T-9111
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
6.0 DESIGN OF WELD SIZE AT LUG TO PAD JOINT
6.1 GENERAL
Weld leg , w1 = 8.4 mm
Weld throat thickness, tr1 = 5.9 mm
Weld leg , w2 = 5.6 mmWeld throat thickness, tr2 = 4.0 mm
Fillet weld joint efficiency, E = 0.6
Allowable welding stress for steel grade 43 ( E-43 ) = 125 N/mm
6.2 CRITICAL WELD CROSS-SECTIONAL PROPERTIES
Area of weld, Aw1 ( = tr1 ( a + 2b ) = 1366 mm
Area of weld, Aw2 ( = tr2 ( (2a-tM) + (2M+tM ))) = 713 mm
Total area of weld, Aw ( = Aw1 + Aw2 ) = 2079 mm
6.3 STRESS DUE TO FORCE Fy
Component force, Fy = 9716 N
Shear stress, Ssx ( = Fy / Aw ) = 4.67 N/mm
Allowable welding stress, Sa ( = E.Sa ) = 75.00 N/mm
Since Ssx < Sa, therefore the selected weld size is satisfactory .
7.0 DESIGN OF WELD SIZE AT PAD TO TANK JOINT
7.1 GENERAL
Weld leg , w = 5.6 mm
Weld throat thickness, tr = 4.0 mm
Fillet weld joint efficiency, E = 0.6
Allowable welding stress for steel grade 43 ( E-43 ) = 125 N/mm
7.2 CRITICAL WELD CROSS-SECTIONAL PROPERTIES
Area of weld, Aw ( = 2 tr ( Wp + Lp ) ) = 1980 mm
7.3 STRESS DUE TO FORCE Fy
Component force, Fy = 9716 N
Shear stress, Ssx ( = Fy / Aw ) = 4.91 N/mm
Allowable welding stress, Sa ( = E.Sa ) = 75.00 N/mm
Since Ssx < Sa, therefore the selected weld size is satisfactory .
7/27/2019 Weight&Lifting - To Check
21/54
SIZE DN 250 SIZE INCH 6
INCH 10 DN 150
STD 80
273.1 168.3
9.27 mm 10.97 mm
60.31 kg/m 42.56 kg/m
11 17
36 32
OD
DN INCH mm 5S 10S 10 20 30 STD
6 1/8 10.3 - 1.24 - - - 1.73
- 0.28 - - - 0.37
8 1/4 13.7 - 1.65 - - - 2.24
- 0.51 - - - 0.6310 3/8 17.1 - 1.65 - - - 2.31
- 0.64 - - - 0.84
15 1/2 21.3 1.65 2.11 - - - 2.77
0.82 1.01 - - - 1.27
20 3/4 26.7 1.65 2.11 - - - 2.87
1.04 1.31 - - - 1.69
25 1 33.4 1.65 2.77 - - - 3.38
1.33 2.13 - - - 2.5
32 1 1/4 42.2 1.65 2.77 - - - 3.56
1.68 2.76 - - - 3.39
40 1 1/2 48.3 1.65 2.77 - - - 3.68
1.95 3.1 - - - 4.0550 2 60.3 1.65 2.77 - - - 3.91
2.44 4.01 - - - 5.44
65 2 1/2 73 2.11 3.05 - - - 5.16
3.77 5.36 - - - 8.63
80 3 88.9 2.11 3.05 - - - 5.49
4.6 6.59 - - - 11.29
90 3 1/2 101.6 2.11 3.05 - - - 5.74
5.29 7.55 - - - 13.57
100 4 114.3 2.11 3.05 - - - 6.02
5.96 8.52 - - - 16.07
125 5 141.3 2.77 3.4 - - - 6.55
9.67 11.82 - - - 21.77
150 6 168.3 2.77 3.4 - - - 7.1111.55 14.13 - - - 28.26
200 8 219.1 2.77 3.76 - 6.35 7.04 8.18
15.09 20.37 - 33.31 36.81 42.55
250 10 273.1 3.4 4.19 - 6.35 7.8 9.27
23.08 28.34 - 41.77 51.03 60.31
300 12 323.9 3.96 4.57 - 6.35 8.38 9.53
31.89 36.73 - 49.73 65.2 73.88
350 14 355.6 3.96 4.78 6.35 7.92 9.53 9.53
THICKNESS THICKNESS
WEIGHT WEIGHT
NOMINAL SIZE
DN BASE INCH BASE
SCH SCH
OD NOZZLE OD NOZZLE
7/27/2019 Weight&Lifting - To Check
22/54
35.06 42.14 54.69 67.9 81.33 81.33
400 16 406.4 4.19 4.78 6.35 7.92 9.53 9.53
42.41 48.26 62.64 77.83 93.27 93.27
450 18 457.2 4.19 4.78 6.35 7.92 11.13 9.53
47.77 54.36 70.57 87.71 122.38 105.16
500 20 508 4.78 5.54 6.35 9.53 12.7 9.53
60.46 70 78.55 117.15 155.12 117.15550 22 558.8 4.78 5.54 6.35 9.53 12.7 9.53
66.57 77.06 86.54 127.13 171.09 129.13
600 24 609.8 5.54 6.35 6.35 9.53 14.27 9.53
84.16 96.37 94.53 141.12 209.64 141.12
650 26 660.4 - - 7.92 12.7 - 9.53
- - 127.36 202.72 - 152.87
700 28 711.2 - - 7.92 12.7 15.88 9.53
- - 137.32 218.69 271.21 164.87
750 30 762 6.35 7.92 7.92 12.7 15.88 9.53
120.72 150.36 147.28 234.67 292.18 176.84
800 32 812.8 - - 7.92 12.7 15.88 9.53
- - 157.24 250.64 312.15 188.82
850 34 863.6 - - 7.92 12.7 15.88 9.53
- - 167.2 266.61 332.12 200.31
900 36 914.4 - - 7.92 12.7 15.88 9.53
- - 176.96 282.27 351.7 212.56
950 38 965.2 - - - - - 9.53
- - - - - 224.54
1000 40 1016 - - - - - 9.53
- - - - - 236.53
1050 42 1066.8 - - - - - 9.53
- - - - - 248.53
1100 44 1117.8 - - - - - 9.53
- - - - - 260.5
1150 46 1168.4 - - - - - 9.53- - - - - 272.25
1200 48 1219.2 - - - - - 9.53
- - - - - 284.24
Available for stainless steel
Available for carbon steel
7/27/2019 Weight&Lifting - To Check
23/54
Pipe Spreader_SKID'!B20
146.36
40S 40 60 XS 80S 80 100 120 140
1.73 1.73 - 2.41 2.41 2.41 - - -
0.36 0.37 - 0.47 0.48 0.47 - - -
2.24 2.24 - 3.12 3.02 3.12 - - -
0.64 0.63 - 0.8 0.82 0.8 - - -2.31 2.31 - 3.21 3.2 3.21 - - -
0.86 0.84 - 1.1 1.12 1.1 - - -
2.77 2.77 - 3.73 3.73 3.73 - - -
1.3 1.27 - 1.62 1.65 1.62 - - -
2.87 2.87 - 3.91 3.91 3.91 - - -
1.71 1.69 - 2.2 2.24 2.2 - - -
3.38 3.38 - 4.55 4.55 4.55 - - -
2.55 2.5 - 3.24 3.29 3.24 - - -
3.56 3.56 - 4.85 4.85 4.85 - - -
3.46 3.39 - 4.47 4.56 4.47 - - -
3.68 3.68 - 5.08 5.08 5.08 - - -
4.13 4.05 - 5.41 5.51 5.41 - - -3.91 3.91 - 5.54 5.54 5.54 - - -
5.54 5.44 - 7.48 7.63 7.48 - - -
5.16 5.16 - 7.01 7.01 7.01 - - -
8.81 8.63 - 11.41 11.64 11.41 - - -
5.49 5.49 - 7.62 7.62 7.62 - - -
11.52 11.29 - 15.27 15.59 15.27 - - -
5.74 5.74 - 8.08 8.08 8.08 - - -
13.84 13.57 - 18.63 19.01 18.63 - - -
6.02 6.02 - 8.56 8.56 8.56 - 11.13 -
16.4 16.07 - 22.32 22.77 22.32 - 28.32 -
6.55 6.55 - 9.53 9.53 9.53 - 12.7 -
22.2 21.77 - 30.97 31.59 30.97 - 40.28 -
7.11 7.11 - 10.97 10.97 10.97 - 14.27 -28.83 28.26 - 42.56 43.42 42.56 - 54.2 -
8.18 8.18 10.31 12.7 12.7 12.7 15.09 18.26 20.62
43.39 42.55 53.08 64.64 65.95 64.64 75.92 90.44 100.92
9.27 9.27 12.7 12.7 12.7 15.09 18.26 21.44 25.4
61.52 60.31 81.55 81.55 83.19 96.01 114.75 133.06 155.15
9.52 10.31 14.27 12.7 12.7 17.48 21.44 25.4 28.58
75.32 79.73 108.96 97.46 99.43 132.08 159.91 186.75 208.14
- 11.13 15.09 12.7 - 19.05 23.83 27.79 31.75
ID NOZZLE
SCHEDULE
7/27/2019 Weight&Lifting - To Check
24/54
- 94.55 12.71 107.39 - 158.1 194.96 224.65 253.56
- 12.7 16.66 12.7 - 21.44 26.19 30.96 36.53
- 123.3 160.12 123.3 - 203.53 245.56 286.64 333.19
- 14.27 19.05 12.7 - 23.88 29.36 34.93 39.67
- 155.8 205.74 139.15 - 254.55 309.62 363.56 408.26
- 15.09 20.62 12.7 - 26.19 32.54 38.1 44.45
- 173.42 247.83 155.12 - 311.17 381.53 441.49 508.11- - 22.23 12.7 - 28.58 34.93 41.28 47.63
- - 294.25 171.09 - 373.83 451.42 527.02 600.63
- 17.48 24.61 12.7 - 30.96 39.89 46.02 52.37
- 255.41 355.26 187.06 - 442.08 547.71 640.03 720.16
- - - 12.7 - - - - -
- - - 202.72 - - - - -
- - - 12.7 - - - - -
- - - 218.69 - - - - -
- - - 12.7 - - - - -
- - - 234.67 - - - - -
- 17.48 - 12.7 - - - - -
- 342.91 - 250.64 - - - - -
- 17.48 - 12.7 - - - - -
- 364.9 - 266.61 - - - - -
- 19.05 - 12.7 - - - - -
- 420.4 - 282.27 - - - - -
- - - 12.7 - - - - -
- - - 298.24 - - - - -
- - - 12.7 - - - - -
- - - 314.22 - - - - -
- - - 12.7 - - - - -
- - - 330.19 - - - - -
- - - 12.7 - - - - -
- - - 346.16 - - - - -
- - - 12.7 - - - - -- - - 351.82 - - - - -
- - - 12.7 - - - - -
- - - 377.79 - - - - -
7/27/2019 Weight&Lifting - To Check
25/54
160 XXS
- -
- -
- -
- -- -
- -
4.78 7.47
1.95 2.55
5.56 7.82
2.9 3.64
6.35 9.09
4.24 5.45
6.35 9.7
5.61 7.77
7.14 10.15
7.25 9.568.74 11.07
11.11 13.14
9.53 14.02
14.92 20.39
11.13 15.24
21.35 27.68
- -
- -
13.49 17.12
33.54 41.03
15.88 19.05
49.11 57.43
18.26 21.9567.56 79.22
23.01 22.23
111.27 107.92
28.58 25.4
172.33 155.15
33.32 25.4
238.76 186.97
35.71 -
7/27/2019 Weight&Lifting - To Check
26/54
281.7 -
40.49 -
365.35 -
45.34 -
459.37 -
50.01 -
564.81 -53.98 -
672.26 -
59.54 -
808.22 -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -- -
- -
- -
7/27/2019 Weight&Lifting - To Check
27/54
LIFTING SPREADER PIPE SIZING CALCULATIONS (TANK)
ITEM : T-9101 & T-9111
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
Weight of component to be lifted (+ Spreader pipe weight) = 2,071 kg
Component force acting on beam, F = 38,604 N
Impact factor = 2
1) PIPE SIZING
Pipe size : 6 in SCH 80
Outer diameter of pipe, D = 168.3 mm
Thickness of pipe, = 10.97 mm
Outer Radius of pipe, R = 84.15 mm
Inner radius of pipe, r = 73.18 mm
Section modulus of pipe, Zx-x = 200333 mm3
Cross section area of pipe, A = 5422 mm2
Unbraced length of member, L = 2124 mm
Spreader Pipe weight = 90.40 kg
Material used = A 106.Gr.B
Specified yield stress, Sy = 241.31 N/mm
a) Bending Stress
Maximum bending moment occurs at the point where dM/dx = 0 and shear force is zero,
that is, at the middle of the beam.
Total bending moment, M ( = F.L / 4 ) = 20,498,885 Nmm
Bending stress, Sb ( = M / Zx-x ) = 102.32 N/mmAllowable bending stress, Sb.all ( = 0.66Sy ) = 159.26 N/mm
Since Sb < Sb.all,therefore the pipe size is satisfactory.
b) Compressive Stress
Compressive force, Fc = 38,604 N
Compressive stress, Sc = 7.12 N/mm
Allowable compressive stress, Sc.all ( = 0.6Sy ) = 144.79 N/mm
Combined stresses,
Sc Sb
U = + = 0.69
Sc.all Sb.all
Since U < 1, therefore the pipe size is satisfactory.
L
F
R1 R2
7/27/2019 Weight&Lifting - To Check
28/54
LIFTING SPREADER PIPE SIZING CALCULATIONS (TANK)
ITEM : T-9101 & T-9111
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
2) LUG SIZING
Lug radius, rL(S) = 50 mm
Lug thickness, tL(S) = 16 mm
Lug base width, wL(S) = 150 mm
Diameter of hole, d(S) = 30 mm
Distance from lug hole to base, hL = 80 mm
No of lug eye, = 2
Maximum combined force acting on lug eye, Fc = 19302 N
LIFTING LUG MATERIAL & MECHANICAL PROPERTIES
Material used = A 240 316L
Specified yield stress, Sy = 172.37 N/mm
Allowable tensile stress, St.all ( = 0.6Sy ) = 103.42 N/mm
Allowable bearing stress, Sbr.all ( = 0.9Sy ) = 155.13 N/mm
Allowable shear stress, Ss.all ( = 0.4Sy ) = 68.95 N/mm
SHACKLES
Shackle rating ( S.W.L ) : 4.75 tons
Type of shackle : BOLT Type Anchor shackle G2130
Pin size, Dp = 22.40 mm
STRESS CHECK AT PIN HOLE
a) Tensile Stress
Maximum tensile force, Ft = 19302 N
Cross sectional area of lug eye, Ae ( =2 [rL-d/2].tL ) = 1120 mm
Tensile stress, St = 17.23 N/mm
Since St < St.all, therefore the lug size is satisfactory.
rL(S)
hL
d(S)
wL(S)
7/27/2019 Weight&Lifting - To Check
29/54
LIFTING SPREADER PIPE SIZING CALCULATIONS (TANK)
ITEM : T-9101 & T-9111
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
b) Bearing Stress
Maximum bearing force, Fbr = 19302 N
Cross sectional area of lug eye, Ae ( =Dp.tL ) = 358.4 mm
Bearing stress, Sbr = 53.86 N/mm
Since Sbr < Sbr.all,therefore the lug size is satisfactory.
c) Shear Stress
Maximum shear force, Ft/2 = 19302 N
Cross sectional area of lug eye, Ae ( = (rL-d/2).tL ) = 560 mm
Shear stress, Ss = 34.47 N/mm
Since Ss < Ss.all,therefore the lug size is satisfactory.
3) WELD SIZE CALCULATIONS
Weld leg used, = 12 mm
Weld throat thickness used, tr = 8 mm
Filler metal material : E-43
Fillet weld joint efficiency, E = 0.49Welding stress for steel grade 43 ( E-43 ), = 125 N/mm
Allowable welding stress,Sw = 61.25 N/mm
a) Tensile Stress
Maximum tensile force,Ft = 19302 N
Area of weld, Aw = 2*(tL+wL)*tr = 2789 mm
Tensile stress, St = [(Ft/Aw)] = 6.92 N/mm
Since St < Sw,therefore weld leg is satisfactory.
(b) Shear stres
Maximum shear force,Ft = 19302 N
Shear stress, Ss = (Ft/Aw) = 6.92 N/mmAllowable welding stress for steel grade 43 ( E-43 ), Sw = 61.25 N/mm
Since Sh < Sw,therefore weld leg dimension i SATISFACTORY.
(c) Bending stress
Maximum bending force,Fb = 46723 N
Bending stress, Sb = [(Fb/Aw)] = 3.41 N/mm
Allowable welding stress for steel grade 43 ( E-43 ), Sw = 61.25 N/mm
Since Sb < Sw,therefore weld leg dimension i SATISFACTORY.
7/27/2019 Weight&Lifting - To Check
30/54
SIZE DN 100 SIZE INCH 6
INCH 4 DN 150
40 80
114.3 168.3
6.02 mm 10.97 mm
16.07 kg/m 42.56 kg/m
13 17
28 32
OD
DN INCH mm 5S 10S 10 20 30 STD
6 1/8 10.3 - 1.24 - - - 1.73
- 0.28 - - - 0.37
8 1/4 13.7 - 1.65 - - - 2.24
- 0.51 - - - 0.6310 3/8 17.1 - 1.65 - - - 2.31
- 0.64 - - - 0.84
15 1/2 21.3 1.65 2.11 - - - 2.77
0.82 1.01 - - - 1.27
20 3/4 26.7 1.65 2.11 - - - 2.87
1.04 1.31 - - - 1.69
25 1 33.4 1.65 2.77 - - - 3.38
1.33 2.13 - - - 2.5
32 1 1/4 42.2 1.65 2.77 - - - 3.56
1.68 2.76 - - - 3.39
40 1 1/2 48.3 1.65 2.77 - - - 3.68
1.95 3.1 - - - 4.0550 2 60.3 1.65 2.77 - - - 3.91
2.44 4.01 - - - 5.44
65 2 1/2 73 2.11 3.05 - - - 5.16
3.77 5.36 - - - 8.63
80 3 88.9 2.11 3.05 - - - 5.49
4.6 6.59 - - - 11.29
90 3 1/2 101.6 2.11 3.05 - - - 5.74
5.29 7.55 - - - 13.57
100 4 114.3 2.11 3.05 - - - 6.02
5.96 8.52 - - - 16.07
125 5 141.3 2.77 3.4 - - - 6.55
9.67 11.82 - - - 21.77
150 6 168.3 2.77 3.4 - - - 7.1111.55 14.13 - - - 28.26
200 8 219.1 2.77 3.76 - 6.35 7.04 8.18
15.09 20.37 - 33.31 36.81 42.55
250 10 273.1 3.4 4.19 - 6.35 7.8 9.27
23.08 28.34 - 41.77 51.03 60.31
300 12 323.9 3.96 4.57 - 6.35 8.38 9.53
31.89 36.73 - 49.73 65.2 73.88
350 14 355.6 3.96 4.78 6.35 7.92 9.53 9.53
THICKNESS THICKNESS
WEIGHT WEIGHT
NOMINAL SIZE
DN BASE INCH BASE
SCH SCH
OD NOZZLE OD NOZZLE
7/27/2019 Weight&Lifting - To Check
31/54
35.06 42.14 54.69 67.9 81.33 81.33
400 16 406.4 4.19 4.78 6.35 7.92 9.53 9.53
42.41 48.26 62.64 77.83 93.27 93.27
450 18 457.2 4.19 4.78 6.35 7.92 11.13 9.53
47.77 54.36 70.57 87.71 122.38 105.16
500 20 508 4.78 5.54 6.35 9.53 12.7 9.53
60.46 70 78.55 117.15 155.12 117.15550 22 558.8 4.78 5.54 6.35 9.53 12.7 9.53
66.57 77.06 86.54 127.13 171.09 129.13
600 24 609.8 5.54 6.35 6.35 9.53 14.27 9.53
84.16 96.37 94.53 141.12 209.64 141.12
650 26 660.4 - - 7.92 12.7 - 9.53
- - 127.36 202.72 - 152.87
700 28 711.2 - - 7.92 12.7 15.88 9.53
- - 137.32 218.69 271.21 164.87
750 30 762 6.35 7.92 7.92 12.7 15.88 9.53
120.72 150.36 147.28 234.67 292.18 176.84
800 32 812.8 - - 7.92 12.7 15.88 9.53
- - 157.24 250.64 312.15 188.82
850 34 863.6 - - 7.92 12.7 15.88 9.53
- - 167.2 266.61 332.12 200.31
900 36 914.4 - - 7.92 12.7 15.88 9.53
- - 176.96 282.27 351.7 212.56
950 38 965.2 - - - - - 9.53
- - - - - 224.54
1000 40 1016 - - - - - 9.53
- - - - - 236.53
1050 42 1066.8 - - - - - 9.53
- - - - - 248.53
1100 44 1117.8 - - - - - 9.53
- - - - - 260.5
1150 46 1168.4 - - - - - 9.53- - - - - 272.25
1200 48 1219.2 - - - - - 9.53
- - - - - 284.24
Available for stainless steel
Available for carbon steel
7/27/2019 Weight&Lifting - To Check
32/54
Pipe Spreader_TANK'!B1
146.36
40S 40 60 XS 80S 80 100 120 140
1.73 1.73 - 2.41 2.41 2.41 - - -
0.36 0.37 - 0.47 0.48 0.47 - - -
2.24 2.24 - 3.12 3.02 3.12 - - -
0.64 0.63 - 0.8 0.82 0.8 - - -2.31 2.31 - 3.21 3.2 3.21 - - -
0.86 0.84 - 1.1 1.12 1.1 - - -
2.77 2.77 - 3.73 3.73 3.73 - - -
1.3 1.27 - 1.62 1.65 1.62 - - -
2.87 2.87 - 3.91 3.91 3.91 - - -
1.71 1.69 - 2.2 2.24 2.2 - - -
3.38 3.38 - 4.55 4.55 4.55 - - -
2.55 2.5 - 3.24 3.29 3.24 - - -
3.56 3.56 - 4.85 4.85 4.85 - - -
3.46 3.39 - 4.47 4.56 4.47 - - -
3.68 3.68 - 5.08 5.08 5.08 - - -
4.13 4.05 - 5.41 5.51 5.41 - - -3.91 3.91 - 5.54 5.54 5.54 - - -
5.54 5.44 - 7.48 7.63 7.48 - - -
5.16 5.16 - 7.01 7.01 7.01 - - -
8.81 8.63 - 11.41 11.64 11.41 - - -
5.49 5.49 - 7.62 7.62 7.62 - - -
11.52 11.29 - 15.27 15.59 15.27 - - -
5.74 5.74 - 8.08 8.08 8.08 - - -
13.84 13.57 - 18.63 19.01 18.63 - - -
6.02 6.02 - 8.56 8.56 8.56 - 11.13 -
16.4 16.07 - 22.32 22.77 22.32 - 28.32 -
6.55 6.55 - 9.53 9.53 9.53 - 12.7 -
22.2 21.77 - 30.97 31.59 30.97 - 40.28 -
7.11 7.11 - 10.97 10.97 10.97 - 14.27 -28.83 28.26 - 42.56 43.42 42.56 - 54.2 -
8.18 8.18 10.31 12.7 12.7 12.7 15.09 18.26 20.62
43.39 42.55 53.08 64.64 65.95 64.64 75.92 90.44 100.92
9.27 9.27 12.7 12.7 12.7 15.09 18.26 21.44 25.4
61.52 60.31 81.55 81.55 83.19 96.01 114.75 133.06 155.15
9.52 10.31 14.27 12.7 12.7 17.48 21.44 25.4 28.58
75.32 79.73 108.96 97.46 99.43 132.08 159.91 186.75 208.14
- 11.13 15.09 12.7 - 19.05 23.83 27.79 31.75
ID NOZZLE
SCHEDULE
7/27/2019 Weight&Lifting - To Check
33/54
- 94.55 12.71 107.39 - 158.1 194.96 224.65 253.56
- 12.7 16.66 12.7 - 21.44 26.19 30.96 36.53
- 123.3 160.12 123.3 - 203.53 245.56 286.64 333.19
- 14.27 19.05 12.7 - 23.88 29.36 34.93 39.67
- 155.8 205.74 139.15 - 254.55 309.62 363.56 408.26
- 15.09 20.62 12.7 - 26.19 32.54 38.1 44.45
- 173.42 247.83 155.12 - 311.17 381.53 441.49 508.11- - 22.23 12.7 - 28.58 34.93 41.28 47.63
- - 294.25 171.09 - 373.83 451.42 527.02 600.63
- 17.48 24.61 12.7 - 30.96 39.89 46.02 52.37
- 255.41 355.26 187.06 - 442.08 547.71 640.03 720.16
- - - 12.7 - - - - -
- - - 202.72 - - - - -
- - - 12.7 - - - - -
- - - 218.69 - - - - -
- - - 12.7 - - - - -
- - - 234.67 - - - - -
- 17.48 - 12.7 - - - - -
- 342.91 - 250.64 - - - - -
- 17.48 - 12.7 - - - - -
- 364.9 - 266.61 - - - - -
- 19.05 - 12.7 - - - - -
- 420.4 - 282.27 - - - - -
- - - 12.7 - - - - -
- - - 298.24 - - - - -
- - - 12.7 - - - - -
- - - 314.22 - - - - -
- - - 12.7 - - - - -
- - - 330.19 - - - - -
- - - 12.7 - - - - -
- - - 346.16 - - - - -
- - - 12.7 - - - - -- - - 351.82 - - - - -
- - - 12.7 - - - - -
- - - 377.79 - - - - -
7/27/2019 Weight&Lifting - To Check
34/54
160 XXS
- -
- -
- -
- -- -
- -
4.78 7.47
1.95 2.55
5.56 7.82
2.9 3.64
6.35 9.09
4.24 5.45
6.35 9.7
5.61 7.77
7.14 10.15
7.25 9.568.74 11.07
11.11 13.14
9.53 14.02
14.92 20.39
11.13 15.24
21.35 27.68
- -
- -
13.49 17.12
33.54 41.03
15.88 19.05
49.11 57.43
18.26 21.9567.56 79.22
23.01 22.23
111.27 107.92
28.58 25.4
172.33 155.15
33.32 25.4
238.76 186.97
35.71 -
7/27/2019 Weight&Lifting - To Check
35/54
281.7 -
40.49 -
365.35 -
45.34 -
459.37 -
50.01 -
564.81 -53.98 -
672.26 -
59.54 -
808.22 -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -- -
- -
- -
7/27/2019 Weight&Lifting - To Check
36/54
LIFTING LUG DESIGN CALCULATION (TANK)
ITEM : T-9121
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
WARNING : DO NOT LIFT MORE THAN
20.00
OF ANGLE U
Weight of tank , We = 0 kg
= 0 N
Number of lifting lug, N = 4
Number of tailing lug, Nt = 0
1.1 LIFTING LUG
Distance k = 60 mm
Lug radius, rL = 45 mm
Diameter of hole, d = 30 mm
Lug thickness, tL = 12 mmCollar plate thickness, tcp = 0 mm
Collar ring diameter, Dcp = 0 mm
Length a = 90 mm
Length b = 70 mm
Pad length, Lp = 150 mm
Pad width, Wp = 100 mm
Pad thickness, tp = 8 mm
Angle, U = 20
Shackle S.W.L : 4.75 tons
Type of shackle : Forged Shackles G 2130
Pin size, Dp = 22.40 mm
2.0 LIFTING LUG MATERIAL & MECHANICAL PROPERTIES
Material used = A 36Specified yield stress, Sy = 248.22 N/mm
Impact load factor, p = 2.00
3.0 ALLOWABLE STRESSES
Allowable tensile stress, St.all ( = 0.6 Sy ) = 148.93 N/mm
Allowable bearing stress, Sbr.all ( = 0.9 Sy ) = 223.40 N/mm
Allowable bending stress, Sbn.all ( = 0.66 Sy ) = 163.83 N/mm
Allowable shear stress, Ss.all ( = 0.4 Sy ) = 99.29 N/mm
tp
k
Wp
b
Lp
tLrL d
Fy
`U
a
w3
w1
AA
w2
w2
stiff plate
Dcp
7/27/2019 Weight&Lifting - To Check
37/54
LIFTING LUG DESIGN CALCULATION (TANK)
ITEM : T-9121
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
4.0 LIFTING LUG DESIGN - VERTICAL LIFTING
4.1 DESIGN LOAD
Design load , Wt ( = p.We ) = 0 N
Design load per lug, W ( = Wt / N ) = 0 N
Vertical component force, Fy = 0 N
4.2 STRESS CHECK AT PIN HOLE
(a) Tensile Stress
Vertical component force, Fy = 0 N
Cross sectional area of lug eye, Ae ( = 2*[ rL - d/2 ] x tL ) = 720 mm
Tensile stress, St ( = Fy / Ae ) = 0.00 N/mm
Since St < St.all, therefore the lifting lug size is satisfactory.
(b) Bearing Stress
Vertical component force, Fy = 0 N
Cross-sectional area , Ae = Dp x (tL+2tcp) = 269 mm
Bearing stress, Sbr ( = Fy / Ae ) = 0.00 N/mm
Since Sbr < Sbr.all,therefore the lifting lug size is satisfactory.
(c) Shear Stress
Vertical component force, Fy = 0 N
Cross sectional area of lug eye, Ae ( = 2.(rL-d/2).tL ) = 720 mm
Shear stress, Ss ( = Fy / Ae ) = 0.00 N/mm
Since Ss < Ss.all,therefore the lifting lug size is satisfactory.
(d) Combine Stresses
St Sbr Ss = 0.00
------------- + -------------- + -------------- is < than 1
St.all Sbr.all Ss.all
Therefore, the lifting lug size is Satisfactory.
5.0 STRESS CHECK AT SECTION A-A
(a) Bending Stress
Bending stress due to Pa ( = Fy x tan U ) = 0 N
Bending moment, Mb ( = Pa x k ) = 0 Nmm
Section modulus, Z ( = 2rL*tL2/6 = 2160 mm
3
Bending stress, Sbn ( = Mb/Z ) = 0.00 N/mm
Since Sbn < Sb.all, therefore the lifting lug size is satisfactory.
(b) Tensile Stress due to Fy
Cross section area, Ae (=2rL x tL) = 1080 mm
Tensile Stress, St (=Fy/Ae) = 0.00 N/mm
Since St < St.all, therefore the lifting lug size is satisfactory.
Combine Stress Ratio, CS (= St/St.all + Sb/Sbn.all) = 0.00
Since CS
7/27/2019 Weight&Lifting - To Check
38/54
LIFTING LUG DESIGN CALCULATION (TANK)
ITEM : T-9121
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
6.0 DESIGN OF WELD SIZE AT LUG TO PAD JOINT
6.1 GENERAL
Weld leg , w1 = 8.4 mm
Weld throat thickness, tr1 = 5.9 mm
Weld leg , w2 = 5.6 mmWeld throat thickness, tr2 = 4.0 mm
Fillet weld joint efficiency, E = 0.6
Allowable welding stress for steel grade 43 ( E-43 ) = 125 N/mm
6.2 CRITICAL WELD CROSS-SECTIONAL PROPERTIES
Area of weld, Aw1 ( = tr1 ( a + 2b ) = 1366 mm
Area of weld, Aw2 ( = tr2 ( (2a-tM) + (2M+tM ))) = 713 mm
Total area of weld, Aw ( = Aw1 + Aw2 ) = 2079 mm
6.3 STRESS DUE TO FORCE Fy
Component force, Fy = 0 N
Shear stress, Ssx ( = Fy / Aw ) = 0.00 N/mm
Allowable welding stress, Sa ( = E.Sa ) = 75.00 N/mm
Since Ssx < Sa, therefore the selected weld size is satisfactory .
7.0 DESIGN OF WELD SIZE AT PAD TO TANK JOINT
7.1 GENERAL
Weld leg , w = 5.6 mm
Weld throat thickness, tr = 4.0 mm
Fillet weld joint efficiency, E = 0.6
Allowable welding stress for steel grade 43 ( E-43 ) = 125 N/mm
7.2 CRITICAL WELD CROSS-SECTIONAL PROPERTIES
Area of weld, Aw ( = 2 tr ( Wp + Lp ) ) = 1980 mm
7.3 STRESS DUE TO FORCE Fy
Component force, Fy = 0 N
Shear stress, Ssx ( = Fy / Aw ) = 0.00 N/mm
Allowable welding stress, Sa ( = E.Sa ) = 75.00 N/mm
Since Ssx < Sa, therefore the selected weld size is satisfactory .
7/27/2019 Weight&Lifting - To Check
39/54
LIFTING SPREADER PIPE SIZING CALCULATIONS (TANK)
ITEM : T-9121
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
Weight of component to be lifted (+ Spreader pipe weight) = 61 kg
Component force acting on beam, F = 1,130 N
Impact factor = 2
1) PIPE SIZING
Pipe size : 6 in SCH 80
Outer diameter of pipe, D = 168.3 mm
Thickness of pipe, = 10.97 mm
Outer Radius of pipe, R = 84.15 mm
Inner radius of pipe, r = 73.18 mm
Section modulus of pipe, Zx-x = 200333 mm3
Cross section area of pipe, A = 5422 mm2
Unbraced length of member, L = 1424 mm
Spreader Pipe weight = 60.61 kg
Material used = A 106.Gr.B
Specified yield stress, Sy = 241.31 N/mm
a) Bending Stress
Maximum bending moment occurs at the point where dM/dx = 0 and shear force is zero,
that is, at the middle of the beam.
Total bending moment, M ( = F.L / 4 ) = 402,146 Nmm
Bending stress, Sb ( = M / Zx-x ) = 2.01 N/mmAllowable bending stress, Sb.all ( = 0.66Sy ) = 159.26 N/mm
Since Sb < Sb.all,therefore the pipe size is satisfactory.
b) Compressive Stress
Compressive force, Fc = 1,130 N
Compressive stress, Sc = 0.21 N/mm
Allowable compressive stress, Sc.all ( = 0.6Sy ) = 144.79 N/mm
Combined stresses,
Sc Sb
U = + = 0.01
Sc.all Sb.all
Since U < 1, therefore the pipe size is satisfactory.
L
F
R1 R2
7/27/2019 Weight&Lifting - To Check
40/54
LIFTING SPREADER PIPE SIZING CALCULATIONS (TANK)
ITEM : T-9121
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
2) LUG SIZING
Lug radius, rL(S) = 50 mm
Lug thickness, tL(S) = 16 mm
Lug base width, wL(S) = 150 mm
Diameter of hole, d(S) = 30 mm
Distance from lug hole to base, hL = 80 mm
No of lug eye, = 2
Maximum combined force acting on lug eye, Fc = 565 N
LIFTING LUG MATERIAL & MECHANICAL PROPERTIES
Material used = A 240 316L
Specified yield stress, Sy = 172.37 N/mm
Allowable tensile stress, St.all ( = 0.6Sy ) = 103.42 N/mm
Allowable bearing stress, Sbr.all ( = 0.9Sy ) = 155.13 N/mm
Allowable shear stress, Ss.all ( = 0.4Sy ) = 68.95 N/mm
SHACKLES
Shackle rating ( S.W.L ) : 4.75 tons
Type of shackle : BOLT Type Anchor shackle G2130
Pin size, Dp = 22.40 mm
STRESS CHECK AT PIN HOLE
a) Tensile Stress
Maximum tensile force, Ft = 565 N
Cross sectional area of lug eye, Ae ( =2 [rL-d/2].tL ) = 1120 mm
Tensile stress, St = 0.50 N/mm
Since St < St.all, therefore the lug size is satisfactory.
rL(S)
hL
d(S)
wL(S)
7/27/2019 Weight&Lifting - To Check
41/54
LIFTING SPREADER PIPE SIZING CALCULATIONS (TANK)
ITEM : T-9121
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
b) Bearing Stress
Maximum bearing force, Fbr = 565 N
Cross sectional area of lug eye, Ae ( =Dp.tL ) = 358.4 mm
Bearing stress, Sbr = 1.58 N/mm
Since Sbr < Sbr.all,therefore the lug size is satisfactory.
c) Shear Stress
Maximum shear force, Ft/2 = 565 N
Cross sectional area of lug eye, Ae ( = (rL-d/2).tL ) = 560 mm
Shear stress, Ss = 1.01 N/mm
Since Ss < Ss.all,therefore the lug size is satisfactory.
3) WELD SIZE CALCULATIONS
Weld leg used, = 12 mm
Weld throat thickness used, tr = 8 mm
Filler metal material : E-43
Fillet weld joint efficiency, E = 0.49Welding stress for steel grade 43 ( E-43 ), = 125 N/mm
Allowable welding stress,Sw = 61.25 N/mm
a) Tensile Stress
Maximum tensile force,Ft = 565 N
Area of weld, Aw = 2*(tL+wL)*tr = 2789 mm
Tensile stress, St = [(Ft/Aw)] = 0.20 N/mm
Since St < Sw,therefore weld leg is satisfactory.
(b) Shear stres
Maximum shear force,Ft = 565 N
Shear stress, Ss = (Ft/Aw) = 0.20 N/mmAllowable welding stress for steel grade 43 ( E-43 ), Sw = 61.25 N/mm
Since Sh < Sw,therefore weld leg dimension i SATISFACTORY.
(c) Bending stress
Maximum bending force,Fb = 46723 N
Bending stress, Sb = [(Fb/Aw)] = 3.41 N/mm
Allowable welding stress for steel grade 43 ( E-43 ), Sw = 61.25 N/mm
Since Sb < Sw,therefore weld leg dimension i SATISFACTORY.
7/27/2019 Weight&Lifting - To Check
42/54
SLING AND WIRE ROPE CALCULATION @ SPREADER PIPE (TANK)
ITEM : T-9101 & T-9111 and T-9121
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
Selection of Sling's Safe Working Load (SWL) (SLING S5 & S6) - REFER DWG
Design safety Factor = 2
Number of leg = 2
Vertical WLL = Weight of Load lifted / No. of legs = 2,183 lb= ( Load on each sling ) = 0.99 ton
To calculate actual Sling capacity when lifting load at specified angle, a Sling angle factor will be used as shown
in the calculation below :
TABLE 1
Sling ratio = 42%
Actual Sl ing Capacity = Factor x Rated Capacity of Sl ing b eing used
Min Required Sling SWL = 0.99 ton (From calculation above)
Sling angle = 60 (Advisable using btw 45 to 60, but not below 30 )
Rated Sling SWL used = 2.70 ton (As per table EN13414-1-Table 3)
Actual Sl ing Capacity = 0.866 x 2.70
= 2.34 ton OK
Proceed to next calc
Wire Rope Diameter calculation
Safe working lo ad = (diameter)2 8 Wire rope diameter (inch) & SWL ( tonne )
The above formula can be used to est imateSWL of the wire rope to be used when lifting the loads.
Therefore, the estimated diameter of wire ropes is :
Wire rope diameter = SQRT (SWL of wi re rope / 8)
= 0.581 in
= 14.76 mm To Used ----> 16 mm (See note) (See note)
SUMMARY
WIRE ROPE DIAMETER USED = 16 mm
SWL OF SLING USED = 2.70 ton
MIN. REQUIRED SWL OF SLING = 0.99 ton
NOTE : ( Est imated values only. Please consu lt wire rope manufacturer for co nf irmation on rated SWL
of wire rope calculated)
2
7/27/2019 Weight&Lifting - To Check
43/54
SLING AND WIRE ROPE CALCULATION (TANK)
ITEM : T-9101 & T-9111 and T-9121
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
Selection of Sling's Safe Working Load (SWL) (SLING S1/S2/S3/S4) - REFER DWG
Design safety Factor = 2
Number of leg = 4
Vertical WLL = Weight of Load lifted (lb) / No. of legs = 8734 / 4 = 2,184 lb= ( Load on each sling ) = 0.99 ton
To calculate actual Sling capacity when lifting load at specified angle, a Sling angle factor will be used as shown
in the calculation below :
TABLE 1
Sling ratio = 42%
Actu al Sl ing Capacity = Factor x Rated Capacity of Sl ing b eing used
Min Required Sling SWL = 0.99 ton (From calculation above)
Sling angle = 60 (Advisable using btw 45 to 60, but not below 30 )
Rated Sling SWL used = 2.70 ton (As per table EN13414-1-Table 3)
Actu al Sl ing Capacity = 0.866 x 2.7
= 2.338 ton OK Proceed to next calc
Proceed to next calc
Wire Rope Diameter calculation
Safe working lo ad = (diameter)2 8 Wire rope diameter (inch) & SWL ( tonne )
The above formula can be used to est imateSWL of the wire rope to be used when lifting the loads.
Therefore, the estimated diameter of wire ropes is :
Wire rope diameter = SQRT (SWL of wi re rope / 8)
= 0.581 in
= 14.76 mm To Used ----> 16 mm (See note)
NOTE : ( Est imated values only. Please cons ult wire rope manu facturer for conf irm ation on rated SWL
of wire rope calculated)
7/27/2019 Weight&Lifting - To Check
44/54
CALCULATION OF LIFTING FORCE (SKID)
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
DESIGN DATA
ERECTION WEIGHT OF SKID Wo = 4,215 kg
DYNAMIC FACTOR Df = 2.0LENGTH OF SKID SUPPORT L = 6,200 mm
FROM BASE TO C.O.G Y = 3,157 mm
FROM C.O.G TO LUG HOLE X = 3,043 mm
HEIGHT OF SKID TANKS & SUPPORT R = 3,225 mm
** FORMULAS **
W = Wo * Df = 8,430 kg
LL = W * ( Y * cosU + R * sinU) / [(X + Y) * COS U + R * SINU]
TL = W * (X * cosU) / [(X + Y) * COS U + R * SINU]
LV = LL * cosU
LH = LL * sin U
TV = TL * cosU
PV = 0.5 * LH
PH = PV * tan 20
2. RESULT OF LIFTING FORCE (U= 0 to 90)
DEG. LL LV LH TL TV TH PV
0 4291.73 4291.73 0.00 4137.79 4137.79 0.00 0.00
5 4471.83 4454.82 389.75 4104.92 4089.30 357.77 #####
10 4639.35 4568.87 805.62 3931.17 3871.44 682.64 #####
15 4797.89 4634.41 1241.79 3766.73 3638.38 974.90 #####
20 4950.40 4651.86 1693.14 3608.55 3390.92 1234.20 #####
25 5099.45 4621.67 2155.12 3453.95 3130.34 1459.70 #####
30 5247.37 4544.36 2623.69 3300.53 2858.34 1650.26 #####
35 5396.44 4420.50 3095.27 3145.92 2576.99 1804.42 #####
40 5548.99 4250.77 3566.82 2987.70 2288.71 1920.45 #####
45 5707.58 4035.87 4035.87 2823.20 1996.31 1996.31 #####
50 5875.18 3776.49 4500.65 2649.37 1702.98 2029.54 #####
55 6055.39 3473.23 4960.29 2462.45 1412.40 2017.12 #####60 6252.82 3126.41 5415.10 2257.68 1128.84 1955.21 #####
65 6473.57 2735.85 5867.05 2028.72 857.37 1838.64 #####
70 6726.12 2300.47 6320.48 1766.77 604.27 1660.22 #####
75 7022.71 1817.61 6783.42 1459.14 377.65 1409.42 #####
80 7381.97 1281.87 7269.82 1086.52 188.67 1070.01 #####
85 7833.77 682.76 7803.96 617.92 53.86 615.57 #####
90 8429.52 0.00 8429.52 0.00 0.00 0.00 #####
MAX. FORCE SUMMARY AT LIFTING SUMMARY OF STRESSES ON SKID LUG
KIND OF FORCE ANGLE Tensile Stress satisfactory.
FORCE (kg) (DEG.) Bearing Stress satisfactory.
1 LL 8429.52 90 Shear Stress satisfactory.
2 LV 4651.86 20
3 LH 8429.52 90 Combine Stresses 0.25
7/27/2019 Weight&Lifting - To Check
45/54
SKID SUPPORT STRENGTH CALCULATIONS
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
Maximum Force Acting on Skid Support (Max Lift Force) = 8,430 kg
( Refer CALCULATION OF LIFTING FORCE (SKID) - MAX. FORCE SUMMARY AT LIFTING )
Total Component force acting on all skid support, Fx(all) = 82,694 N
Component force acting on beam, Fx = 20,673 N
Assumption : The maximum load is divided uniformly to each btm beam support, i.e Fx = Fx (all) /4
1) BEAM SIZING
Assumption : The worst case scenario occur at the maximum span of Skid Support.
17.3
260.4
10.5
255.9
Member size : I-Beam 254 X 254 X 89
Depth of section, D = 260.4 mm
Flange width, = 255.9 mm
Thickness of flange, = 17.3 mm
Thickness of web, = 10.5 mm
Unbraced length of member, L = 6,200 mm
Cross sectional area, A = 11,225 mm
Section modulus , Zx-x = 69,595,248 mm
Material used = A 36
Specified yield stress, Sy = 248.21 N/mm
a) Bending Stress
Assume s ing le poin t load at mid of beam,
Total bending moment, M ( = Fx.L / 4 ) = 32,043,767 Nmm
Bending stress, Sb ( = M / Zx-x ) = 0.46 N/mm
Allowable bending stress, Sb.all ( = 0.66Sy ) = 163.82 N/mm
Since Sb < Sb.all,therefore the section size is satisfactory.
b) Compressive Stress
Compressive force, Fc = 82,694 N
Compressive stress, Sc = 7.37 N/mm
Allowable compressive stress, Sc.all ( = 0.6Sy ) = 148.93 N/mm
Combined stresses,
Sc Sb
U = + = 0.05
Sc.all Sbn.all
Since U < 1, therefore the Section size is satisfactory.
L
Fx
R1 R2
7/27/2019 Weight&Lifting - To Check
46/54
SUMMARY OF LIFTING LUG & SPREADER BAR (SKID)
1 LIFTING LUG @ SKID
Distance k = 80 mm
Lug radius, rL = 70 mm
Diameter of hole, d = 35 mm
Lug thickness, tL = 20 mm
Collar plate thickness, tcp = 10 mm
Collar ring diameter, Dcp = 100 mm
Length a = 140 mm
Length b = 110 mm
Pad length, Lp = 210 mm
Pad width, Wp = 210 mm
Pad thickness, tp = 10 mm
Shackle size,SWL = 8.50 ton
2 SPREADER BAR FOR SKID
Pipe Size = 6 in SCH 80
3 SPREADER BAR (SKID) SLINGS SIZE
S1 - S4 = 24 mm
S5,S6 = 24 mm
1 LUG @ SKID SPREADER BAR
Lug radius, rL(S) = 70 mm
Lug thickness, tL(S) = 25 mm
Lug base width, wL(S) = 192 mm
Diameter of hole, d(S) = 35 mm
Distance from lug hole to base, hL = 80 mm
7/27/2019 Weight&Lifting - To Check
47/54
SUMMARY OF LIFTING LUG & SPREADER BAR (TANK)
4 LIFTING LUG @TANK (T-9101/T-9111/T-9121)
Distance k = 60 mm
Lug radius, rL = 45 mm
Diameter of hole, d = 30 mm
Lug thickness, tL = 12 mm
Collar plate thickness, tcp = 0 mm
Collar ring diameter, Dcp = 0 mm
Length a = 90 mm
Length b = 70 mm
Pad length, Lp = 150 mm
Pad width, Wp = 100 mm
Pad thickness, tp = 8 mm
Shackle size,SWL = 4.75 ton
2 SPREADER BAR FOR TANK
Pipe Size = 6 in SCH 80
3 SPREADER BAR (TANK) SLINGS SIZE
S1 - S4 = 16 mm
S5,S6 = 16 mm
1 LUG @ SKID SPREADER BAR
Lug radius, rL(S) = 50 mm
Lug thickness, tL(S) = 16 mm
Lug base width, wL(S) = 150 mm
Diameter of hole, d(S) = 30 mm
Distance from lug hole to base, hL = 80 mm
7/27/2019 Weight&Lifting - To Check
48/54
WEIGHT AND ANALYSIS SUMMARY
1 WEIGHT SUMMARY
Total estimated Weight Of Skid & Equipment = 4214.8 kg
Total estimated Weight Of Skid Structure = 2234.0 kg
Total estimated Operating Weight Of Skid & Equipment = 16,466 kg
Total estimated tank : T-9101 = 1,981 kg
Total estimated tank : T-9111 = 1,981 kg
Total estimated tank : T-9121 = 0 kg
2 MAX. FORCE SUMMARY AT LIFTING
Maximum Force acting on skid = 15,735 kg
3 EXTERNAL FORCE LOADING SUMMARY
Wind Force Fw = 9,885 N
Wind Moment Mw = 15,938,958 Nmm
Maximum Shear Force F = 9,885 N
Maximum O/T Moment M = 15,938,958 Nmm
2 C.O.G CALC SUMMARY
= 3.043 m
= 1.320 m
= 1.100 m
Center of Gravity (X)
Center of Gravity (Y)
Center of Gravity (Z)
7/27/2019 Weight&Lifting - To Check
49/54
ALLOWABLE STRESS REFERENCE
ITEM : BOKOR C.I. Skid
PROJECT NO. SKO Pipelines & Facilities Rejuvenation Project : BOKOR C.I. Skid
7/27/2019 Weight&Lifting - To Check
50/54
MEMBER DESCRIPTIONLENGTH
(mm)
WEIGHT
(kg)X Y Z (Xx Weight) (Yx Weight) (Z xWeight)
N7 N7 19.11 2.00 4662.4 830.8 1005.9 9,324.9 1,661.5 2,011.7
N7 N7 19.11 2.00 4662.4 849.9 1005.9 9,324.9 1,699.7 2,011.7
N7 N7 45.76 2.00 4662.5 882.3 1005.9 9,325.0 1,764.6 2,011.7
N7 N7 105.92 2.00 4625.0 942.6 1005.9 9,250.1 1,885.2 2,011.7
N7 N7 19.11 2.00 2949.9 818.3 997.4 5,899.9 1,636.5 1,994.7
N7 N7 19.11 2.00 2949.9 837.4 997.4 5,899.9 1,674.7 1,994.7
N7 N7 45.76 2.00 2950.0 869.8 997.4 5,900.0 1,739.6 1,994.7
N7 N7 105.92 2.00 2912.5 930.1 997.4 5,825.1 1,860.2 1,994.7
N7 FLANGE 20.71 2.00 2595.0 2280.0 3086.2 5,190.0 4,560.0 6,172.4
N2 N2 190.97 2.00 2595.0 2280.0 2999.5 5,190.0 4,560.0 5,999.0
N7 FLANGE 20.71 2.00 3605.0 2280.0 3086.2 7,210.0 4,560.0 6,172.4
N1 N1 190.97 2.00 3605.0 2280.0 2999.5 7,210.0 4,560.0 5,999.0
N7 FLANGE 20.71 2.00 3605.0 1220.0 3086.2 7,210.0 2,440.0 6,172.4
N4 N4 190.97 2.00 3605.0 1220.0 2999.5 7,210.0 2,440.0 5,999.0
N7 FLANGE 20.71 2.00 3170.0 1220.0 3086.2 6,340.1 2,440.0 6,172.4
N5 N5 190.97 2.00 3170.0 1220.0 2999.5 6,340.1 2,440.0 5,999.0
N7 FLANGE 20.71 2.00 2595.0 1220.0 3086.2 5,190.0 2,440.0 6,172.4
N3 N3 190.97 2.00 2595.0 1220.0 2999.5 5,190.0 2,440.0 5,999.0
P1-STD P1-STD 1800.01 4.50 3148.6 802.7 1996.0 14,169.3 3,612.3 8,982.4
N6A N6A 19.11 2.00 3148.6 812.3 1096.0 6,297.2 1,624.5 2,192.0
N6A N6A 19.11 2.00 3148.6 831.4 1096.0 6,297.2 1,662.7 2,192.0
N6B N6B 19.11 2.00 3148.6 812.3 2896.0 6,297.2 1,624.5 5,792.0
N6B N6B 19.11 2.00 3148.6 831.4 2896.0 6,297.2 1,662.7 5,792.0
N6A N6A 75.10 2.00 3036.1 961.5 1096.0 6,072.3 1,923.0 2,192.0
N6A N6A 105.92 2.00 3111.2 924.1 1096.0 6,222.3 1,848.2 2,192.0
N6A N6A 45.76 2.00 3148.6 863.8 1096.0 6,297.3 1,727.6 2,192.0
N6B N6B 45.76 2.00 3148.6 863.8 2896.0 6,297.3 1,727.6 5,792.0
N6B N6B 105.92 2.00 3111.2 924.1 2896.0 6,222.3 1,848.2 5,792.0
N6B N6B 75.10 2.00 3036.1 961.5 2896.0 6,072.3 1,923.0 5,792.0
P2-STD P2-STD 1313.77 7.14 3474.8 620.7 2239.1 24,796.9 4,429.6 15,978.8
P2-STD P2-STD 181.97 2.00 3474.8 711.7 2896.0 6,949.6 1,423.4 5,792.0
N8 N8 19.11 2.00 3474.8 812.3 2896.0 6,949.6 1,624.5 5,792.0
N8 N8 19.11 2.00 3474.8 831.4 2896.0 6,949.6 1,662.7 5,792.0
N8 N8 45.76 2.00 3474.9 863.8 2896.0 6,949.7 1,727.6 5,792.0
N8 N8 105.92 2.00 3437.4 924.1 2896.0 6,874.8 1,848.2 5,792.0
N8 N8 75.10 2.00 3362.4 961.5 2896.0 6,724.7 1,923.0 5,792.0
P2-STD P2-STD 1313.77 7.14 5887.3 633.2 2247.6 42,013.0 4,518.8 16,039.4
P2-STD P2-STD 181.97 2.00 5887.3 724.2 2904.5 11,774.6 1,448.4 5,809.0
P1-STD P1-STD 1800.01 4.50 4861.1 815.2 2004.5 21,875.9 3,668.5 9,020.6
N7 FLANGE 20.71 2.00 5947.0 2291.0 561.2 11,894.0 4,582.0 1,122.4
N10 N10 190.97 2.00 5947.0 2291.0 667.0 11,894.0 4,582.0 1,334.0
N7 FLANGE 20.71 2.00 4375.0 1235.5 561.2 8,750.0 2,471.0 1,122.4
N3 N3 190.97 2.00 4375.0 1235.5 667.0 8,750.0 2,471.0 1,334.0
N7 FLANGE 20.71 2.00 5419.0 1232.5 3088.7 10,838.0 2,465.0 6,177.4
N5 N5 190.97 2.00 5419.0 1232.5 3002.0 10,838.0 2,465.0 6,004.0
N7 FLANGE 20.71 2.00 5947.0 1232.5 3088.7 11,894.0 2,465.0 6,177.4
N4 N4 190.97 2.00 5947.0 1232.5 3002.0 11,894.0 2,465.0 6,004.0
N7 FLANGE 20.71 2.00 4375.0 1232.5 3091.7 8,750.0 2,465.0 6,183.4
N3 N3 190.97 2.00 4375.0 1232.5 3005.0 8,750.0 2,465.0 6,010.0
N7 FLANGE 20.71 2.00 4375.0 2292.5 3091.7 8,750.0 4,585.0 6,183.4
N2 N2 190.97 2.00 4375.0 2292.5 3005.0 8,750.0 4,585.0 6,010.0
N7 FLANGE 20.71 2.00 5947.0 2292.5 3088.7 11,894.0 4,585.0 6,177.4
N1 N1 190.97 2.00 5947.0 2292.5 3002.0 11,894.0 4,585.0 6,004.0
N8 N8 19.11 2.00 5887.3 824.8 2904.5 11,774.6 1,649.5 5,809.0
N8 N8 19.11 2.00 5887.3 843.9 2904.5 11,774.6 1,687.7 5,809.0
N8 N8 45.76 2.00 5887.4 876.3 2904.5 11,774.7 1,752.6 5,809.0
N8 N8 105.92 2.00 5849.9 936.6 2904.5 11,699.8 1,873.2 5,809.0
N8 N8 75.10 2.00 5774.9 974.0 2904.5 11,549.7 1,948.0 5,809.0
N6A N6A 19.11 2.00 4861.1 824.8 1104.5 9,722.2 1,649.5 2,209.0
N6A N6A 19.11 2.00 4861.1 843.9 1104.5 9,722.2 1,687.7 2,209.0N6B N6B 19.11 2.00 4861.1 824.8 2904.5 9,722.2 1,649.5 5,809.0
N6B N6B 19.11 2.00 4861.1 843.9 2904.5 9,722.2 1,687.7 5,809.0
N6A N6A 75.10 2.00 4748.6 974.0 1104.5 9,497.3 1,948.0 2,209.0
N6A N6A 105.92 2.00 4823.7 936.6 1104.5 9,647.3 1,873.2 2,209.0
N6B N6B 45.76 2.00 4861.1 876.3 2904.5 9,722.3 1,752.6 5,809.0
N6B N6B 105.92 2.00 4823.7 936.6 2904.5 9,647.3 1,873.2 5,809.0
N6B N6B 75.10 2.00 4748.6 974.0 2904.5 9,497.3 1,948.0 5,809.0
N7 SWAGELOK 20.71 2.00 4005.6 149.6 1133.3 8,011.2 299.3 2,266.5
N7 SWAGELOK 20.71 2.00 3764.6 149.9 1072.9 7,529.2 299.8 2,145.8
N7 SWAGELOK 20.71 2.00 1805.6 150.1 1253.8 3,611.2 300.2 2,507.7
N7 SWAGELOK 20.71 2.00 1564.6 149.9 1072.9 3,129.2 299.8 2,145.7
N7 SWAGELOK 20.71 2.00 205.6 150.1 1243.5 411.2 300.2 2,487.1
N7 SWAGELOK 20.71 2.00 12.0 149.9 1062.6 24.0 299.8 2,125.1
P1/2-STD P1/2-STD 243.20 0.50 4005.6 149.6 1001.3 2,002.8 74.8 500.7P1/2-STD P1/2-STD 243.20 0.50 3764.6 149.9 941.0 1,882.3 74.9 470.5
P1/2-STD P1/2-STD 243.20 0.50 1805.6 150.1 1121.9 902.8 75.1 560.9
P1/2-STD P1/2-STD 243.20 0.50 1564.6 149.9 940.9 782.3 74.9 470.5
P1/2-STD P1/2-STD 243.20 0.50 205.6 150.1 1121.9 102.8 75.1 561.0
COG CALCULATION FROM CADWORK
7/27/2019 Weight&Lifting - To Check
51/54
MEMBER DESCRIPTIONLENGTH
(mm)
WEIGHT
(kg)X Y Z (Xx Weight) (Yx Weight) (Z xWeight)
COG CALCULATION FROM CADWORK
P1/2-STD P1/2-STD 243.20 0.50 12.0 149.9 941.0 6.0 74.9 470.5
PLC PANEL PLC PANEL 120.65 20.00 3761.9 312.6 1037.3 75,238.0 6,252.2 20,745.3
BPR BPR 120.65 5.00 3931.4 312.6 1037.3 19,657.0 1,563.1 5,186.3
Flow Transmitter Flow Transmitter 120.65 3.00 4137.6 312.6 1037.3 12,412.8 937.8 3,111.8
Dampener Dampener 120.65 2.00 12.0 313.1 916.624.0 626.2 1,833.2Y-strainer Y-strainer 120.65 1.00 3764.6 149.7 992.3 3,764.6 149.7 992.3
Level Transmitter Level Transmitter 120.65 10.00 4482.7 150.1 1000.4 44,827.2 1,501.1 10,003.6
Level Gage Level Gage 120.65 15.00 4137.6 312.1 1157.9 62,063.9 4,682.1 17,368.7
Y-strainer Y-strainer 120.65 1.00 4482.7 150.1 1121.0 4,482.7 150.1 1,121.0
Pressure Gage Pressure Gage 120.65 0.50 4423.1 474.6 1264.4 2,211.5 237.3 632.2
Manifold Block Manifold Block 60.33 5.00 4482.7 149.8 849.5 22,413.6 748.8 4,247.7
Calibration Pot Calibration Pot 120.65 2.00 4022.2 474.2 1385.0 8,044.4 948.3 2,770.1
DBB valve DBB valve 120.65 1.00 4470.7 312.6 1157.9 4,470.7 312.6 1,157.9
DBB valve DBB valve 120.65 1.00 4005.6 149.9 940.0 4,005.6 149.9 940.0
DBB valve DBB valve 120.65 1.00 3761.9 312.6 1157.9 3,761.9 312.6 1,157.9
PSV PSV 120.65 2.00 4800.0 436.5 1302.5 9,600.0 873.1 2,605.0
DBB valve DBB valve 120.65 1.00 4482.7 150.1 879.7 4,482.7 150.1 879.7
Ball Valve Ball Valve 120.65 20.00 3764.6 149.6 879.7 75,292.0 2,992.8 17,594.1
PSV PSV 120.65 2.00 4470.7 312.6 1037.3 8,941.5 625.2 2,074.5Manifold Block Manifold Block 60.33 5.00 4005.6 149.8 849.5 20,028.0 748.8 4,247.7
Calibration Pot Calibration Pot 120.65 2.00 4423.1 474.2 1385.0 8,846.1 948.3 2,770.1
Pressure Gage Pressure Gage 120.65 0.50 4022.2 474.6 1264.4 2,011.1 237.3 632.2
Dampener Dampener 120.65 2.00 4800.0 436.1 1423.1 9,600.0 872.1 2,846.3
Pressure Gage Pressure Gage 120.65 0.50 2823.1 474.6 1264.4 1,411.5 237.3 632.2
Calibration Pot Calibration Pot 120.65 2.00 2422.2 474.2 1385.0 4,844.4 948.3 2,770.1
PSV PSV 120.65 2.00 3200.0 436.5 1302.5 6,400.0 873.1 2,605.0
Calibration Pot Calibration Pot 120.65 2.00 2823.1 474.2 1385.0 5,646.1 948.3 2,770.1
Pressure Gage Pressure Gage 120.65 0.50 2422.2 474.6 1264.4 1,211.1 237.3 632.2
Dampener Dampener 120.65 2.00 3200.0 436.1 1423.1 6,400.0 872.1 2,846.3
PLC PANEL PLC PANEL 120.65 20.00 1561.9 312.7 1037.2 31,238.0 6,254.7 20,743.9
BPR BPR 120.65 5.00 1731.4 312.7 1037.2 8,657.0 1,563.7 5,186.0
Flow Transmitter Flow Transmitter 120.65 3.00 1937.6 312.7 1037.2 5,812.8 938.2 3,111.6
Dampener Dampener 120.65 2.00 3761.9 313.1 916.6 7,523.8 626.2 1,833.2Level Gage Level Gage 120.65 15.00 1937.6 312.3 1157.8 29,063.9 4,684.0 17,367.7
DBB valve DBB valve 120.65 1.00 2270.7 312.7 1157.8 2,270.7 312.7 1,157.8
DBB valve DBB valve 120.65 1.00 1561.9 312.7 1157.8 1,561.9 312.7 1,157.8
PSV PSV 120.65 2.00 2270.7 312.7 1037.2 4,541.5 625.5 2,074.4
Y-strainer Y-strainer 120.65 1.00 1564.6 149.7 992.3 1,564.6 149.7 992.3
DBB valve DBB valve 120.65 1.00 1805.6 149.9 940.0 1,805.6 149.9 940.0
Ball Valve Ball Valve 120.65 20.00 1564.6 149.6 879.6 31,292.0 2,992.8 17,592.7
Manifold Block Manifold Block 60.33 5.00 1805.6 149.8 849.5 9,028.0 748.8 4,247.4
Level Transmitter Level Transmitter 120.65 10.00 2906.1 150.1 1000.3 29,061.2 1,501.1 10,002.8
Y-strainer Y-strainer 120.65 1.00 2906.1 150.1 1120.9 2,906.1 150.1 1,120.9
Manifold Block Manifold Block 60.33 5.00 2906.1 149.8 849.5 14,530.6 748.8 4,247.4
DBB valve DBB valve 120.65 1.00 2906.1 150.1 879.6 2,906.1 150.1 879.6
PLC PANEL PLC PANEL 120.65 20.00 12.0 312.6 1037.3 240.0 6,252.2 20,745.1
BPR BPR 120.65 5.00 131.4 312.6 1037.3 657.0 1,563.1 5,186.3Flow Transmitter Flow Transmitter 120.65 3.00 337.6 312.6 1037.3 1,012.8 937.8 3,111.8
Dampener Dampener 120.65 2.00 2270.7 313.2 916.5 4,541.5 626.4 1,833.1
Y-strainer Y-strainer 120.65 1.00 12.0 149.7 992.3 12.0 149.7 992.3
Level Transmitter Level Transmitter 120.65 10.00 682.7 150.1 1000.3 6,827.2 1,501.1 10,003.5
Level Gage Level Gage 120.65 15.00 337.6 312.1 1157.9 5,063.9 4,682.1 17,368.6
Y-strainer Y-strainer 120.65 1.00 682.7 150.1 1121.0 682.7 150.1 1,121.0
Pressure Gage Pressure Gage 120.65 0.50 623.1 474.6 1264.4 311.5 237.3 632.2
Manifold Block Manifold Block 60.33 5.00 682.7 149.8 849.5 3,413.6 748.8 4,247.7
Calibration Pot Calibration Pot 120.65 2.00 222.2 474.2 1385.0 444.4 948.3 2,770.1
DBB valve DBB valve 120.65 1.00 670.7 312.6 1157.9 670.7 312.6 1,157.9
DBB valve DBB valve 120.65 1.00 205.6 149.9 940.0 205.6 149.9 940.0
DBB valve DBB valve 120.65 1.00 12.0 312.6 1157.9 12.0 312.6 1,157.9
PSV PSV 120.65 2.00 1000.0 436.5 1302.5 2,000.0 873.1 2,605.0
DBB valve DBB valve 120.65 1.00 682.7 150.1 879.7 682.7 150.1 879.7
Ball Valve Ball Valve 120.65 20.00 12.0 149.6 879.7 240.0 2,992.8 17,593.9
PSV PSV 120.65 2.00 670.7 312.6 1037.3 1,341.5 625.2 2,074.5
Manifold Block Manifold Block 60.33 5.00 205.6 149.8 849.5 1,028.0 748.8 4,247.7
Calibration Pot Calibration Pot 120.65 2.00 623.1 474.2 1385.0 1,246.1 948.3 2,770.1
Pressure Gage Pressure Gage 120.65 0.50 222.2 474.6 1264.4 111.1 237.3 632.2
Pump Pump 241.00 60.00 4362.2 149.9 819.4 261,733.1 8,992.5 49,162.2
Pump Pump 241.00 60.00 3885.1 149.9 819.4 233,106.1 8,992.5 49,162.2
Pump Pump 241.00 60.00 2785.6 149.9 819.3 167,137.1 8,992.5 49,158.5
Pump Pump 241.00 60.00 1685.1 149.9 819.3 101,106.1 8,992.5 49,158.5
Pump Pump 241.00 60.00 562.2 149.9 819.4 33,733.1 8,992.5 49,162.2
Pump Pump 241.00 60.00 85.1 149.9 819.4 5,106.1 8,992.5 49,162.2
HS76x76x6.4 HS76x76x6.4 1600.00 20.98 2400.0 475.0 1204.1 50,342.4 9,963.6 25,256.4
HS76x76x6.4 HS76x76x6.4 325.00 4.30 3200.0 312.5 654.0 13,760.0 1,343.8 2,812.2
HS76x76x6.4 HS76x76x6.4 550.00 7.00 3200.0 475.0 929.0 22,400.0 3,325.0 6,503.0
UAP 300 UAP 300 400.06 35.52 3171.2 150.1 443.8 112,630.8 5,332.0 15,761.8
HS76x76x6.4 HS76x76x6.4 325.00 4.30 1600.0 312.5 654.0 6,880.0 1,343.8 2,812.2
HS76x76x6.4 HS76x76x6.4 550.00 7.00 1600.0 475.0 929.0 11,200.0 3,325.0 6,503.0
UAP 300 UAP 300 400.06 18.40 1630.0 150.1 454.0 29,995.8 2,762.7 8,354.3
UAP 300 UAP 300 1600.00 73.60 2400.0 150.0 685.7 176,640.0 11,043.3 50,471.2
7/27/2019 Weight&Lifting - To Check
52/54
MEMBER DESCRIPTIONLENGTH
(mm)
WEIGHT
(kg)X Y Z (Xx Weight) (Yx Weight) (Z xWeight)
COG CALCULATION FROM CADWORK
HS76x76x6.4 HS76x76x6.4 325.00 4.30 4800.0 312.4 654.1 20,640.0 1,343.2 2,812.5
HS76x76x6.4 HS76x76x6.4 550.00 20.00 4800.0 474.9 929.1 96,000.0 9,497.5 18,581.4
HS76x76x6.4 HS76x76x6.4 1000.00 13.00 4300.0 474.9 1204.1 55,900.0 6,173.4 15,652.9
HS76x76x6.4 HS76x76x6.4 1000.00 13.00 4300.0 474.9 654.1 55,900.0 6,173.4 8,502.9
HS76x76x6.4 HS76x76x6.4 325.00 4.30 3800.0 312.4 654.1 16,340.0 1,343.2 2,812.5HS76x76x6.4 HS76x76x6.4 550.00 7.00 3800.0 474.9 929.1 26,600.0 3,324.1 6,503.5
UAP 300 UAP 300 400.00 35.52 4771.2 150.0 443.9 169,458.0 5,327.6 15,764.3
UAP 300 UAP 300 400.00 35.52 3828.8 150.0 443.9 135,988.2 5,327.6 15,764.3
UAP 300 UAP 300 1000.00 46.00 4300.0 150.0 685.8 197,800.0 6,900.0 31,547.8
HS76x76x6.4 HS76x76x6.4 325.00 12.00 1000.0 312.4 654.1 12,000.0 3,748.5 7,848.8
HS76x76x6.4 HS76x76x6.4 550.00 4.30 1000.0 474.9 929.1 4,300.0 2,042.0 3,995.0
HS76x76x6.4 HS76x76x6.4 1000.00 13.00 500.0 474.9 1204.1 6,500.0 6,173.4 15,652.8
HS76x76x6.4 HS76x76x6.4 1000.00 13.00 500.0 474.9 654.1 6,500.0 6,173.4 8,502.8
HS76x76x6.4 HS76x76x6.4 325.00 4.30 0.0 312.4 654.1 0.0 1,343.2 2,812.5
HS76x76x6.4 HS76x76x6.4 550.00 7.00 0.0 474.9 929.1 0.0 3,324.1 6,503.4
UAP 300 UAP 300 400.00 35.52 905.4 150.0 443.8 32,157.8 5,327.6 15,764.0
UAP 300 UAP 300 400.00 35.52 28.8 150.0 443.8 1,023.6 5,327.6 15,764.0
UAP 300 UAP 300 1000.00 46.00 500.0 150.0 685.8 23,000.0 6,900.0 31,547.4
Dampener Dampener 120.65 2.00 1000.0 436.1 1423.1 2,000.0 872.1 2,846.3TP4 TP4 20.71 1.00 12.0 1250.0 239.8 12.0 1,250.0 239.8
P2-STD P2-STD 1313.77 7.14 1774.8 620.7 2239.1 12,665.3 4,429.6 15,978.8
P2-STD P2-STD 181.97 2.00 1774.8 711.7 2896.0 3,549.6 1,423.4 5,792.0
P1-STD P1-STD 1800.01 4.50 748.6 802.7 1996.0 3,368.8 3,612.3 8,982.4
TP5 TP5 21.24 1.00 6322.5 1250.0 239.8 6,322.5 1,250.0 239.8
PLC PLC 962.50 56.43 5813.8 156.3 1216.5 328,078.1 8,817.4 68,648.8
MCP MCP 812.50 47.64 6356.3 668.8 1291.5 302,792.0 31,857.2 61,523.1
N7 FLANGE 20.71 2.00 1834.5 2278.5 552.7 3,669.0 4,557.0 1,105.4
N10 N10 190.97 2.00 1834.5 2278.5 658.5 3,669.0 4,557.0 1,317.0
N7 FLANGE 20.71 2.00 262.5 1223.0 552.7 525.0 2,446.0 1,105.4
N3 N3 190.97 2.00 262.5 1223.0 658.5 525.0 2,446.0 1,317.0
N7 N7 19.11 2.00 549.9 818.3 997.4 1,099.9 1,636.5 1,994.7
N7 N7 19.11 2.00 549.9 837.4 997.4 1,099.9 1,674.7 1,994.7
N7 N7 45.76 2.00 550.0 869.8 997.4 1,100.0 1,739.6 1,994