Weight&Lifting - To Check

7/27/2019 Weight&Lifting - To Check

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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)


2/54


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.


3/54




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.


4/54

WEIGHT CALCULATION



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



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



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





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)


5/54

WIND LOADING - BS 6399 - PART 2 -1997



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


6/54

LOAD AT BASE & TRANSPORTATION LOAD CALCULATION



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 =


7/54

LEG BASEPLATE DESIGN

ITEM : T-9101 & T-9111


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


8/54

LEG BASEPLATE DESIGN

ITEM : T-9121


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


9/54

LEG DESIGN CALCULATION

ITEM : T-9101 & T-9111 and T-9121


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


Axial Stress, fa = F / A = 0.85 N/mm2

BENDING STRESS

P is Maximum of (Wind Force & Transportation Force)


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


10/54

LIFTING LUG DESIGN CALCULATION (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


11/54




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


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


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


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


Combine Stress Ratio, CS (= St/St.all + Sb/Sbn.all) = 0.44

Since CS


12/54




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




Area of weld, Aw ( = 2 tr ( Wp + Lp ) ) = 4155 mm







13/54

LIFTING SPREADER PIPE SIZING CALCULATIONS (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


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


14/54




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



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


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)


15/54




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.


16/54

SLING AND WIRE ROPE CALCULATION @ SPREADER PIPE (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)


17/54

SLING AND WIRE ROPE CALCULATION (SKID)



Selection of Sling's Safe Working Load (SWL) (SLING S1/S2/S3/S4) - REFER DWG


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



TABLE 1

Sling ratio = 38%

Actu al Sl ing Capacity = Factor x Rated Capacity of Sl ing b eing used




Actu al Sl ing Capacity = 0.866 x 6.35

= 5.499 ton OK Proceed to next calc







= 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



18/54

LIFTING LUG DESIGN CALCULATION (TANK)

ITEM : T-9101 & T-9111



20.00

OF ANGLE U

Weight of tank , We = 1,981 kg

= 19,431 N



1.1 LIFTING LUG

Distance k = 60 mm





Length a = 90 mm

Length b = 70 mm




Angle, U = 20





Material used = A 36Specified yield stress, Sy = 248.22 N/mm







tp

k

Wp

b

Lp

tLrL d

Fy

`U

a

w3

w1

AA

w2

w2

stiff plate

Dcp


19/54


ITEM : T-9101 & T-9111



4.1 DESIGN LOAD





(a) Tensile Stress





(b) Bearing Stress





(c) Shear Stress






St Sbr Ss = 0.39

------------- + -------------- + -------------- is < than 1




(a) Bending Stress




3








Since CS


20/54


ITEM : T-9101 & T-9111



6.1 GENERAL

Weld leg , w1 = 8.4 mm


Weld leg , w2 = 5.6 mmWeld throat thickness, tr2 = 4.0 mm













7.1 GENERAL

Weld leg , w = 5.6 mm












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


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


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


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 - - - - -


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 -


26/54

281.7 -

40.49 -

365.35 -

45.34 -

459.37 -

50.01 -

564.81 -53.98 -

672.26 -

59.54 -

808.22 -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -- -

- -

- -


27/54

LIFTING SPREADER PIPE SIZING CALCULATIONS (TANK)

ITEM : T-9101 & T-9111


Weight of component to be lifted (+ Spreader pipe weight) = 2,071 kg


Impact factor = 2

1) PIPE SIZING












a) Bending Stress



Total bending moment, M ( = F.L / 4 ) = 20,498,885 Nmm


Since Sb < Sb.all,therefore the pipe size is satisfactory.





Combined stresses,

Sc Sb

U = + = 0.69

Sc.all Sb.all

Since U < 1, therefore the pipe size is satisfactory.

L

F

R1 R2


28/54


ITEM : T-9101 & T-9111


2) LUG SIZING






No of lug eye, = 2



Material used = A 240 316L





SHACKLES





a) Tensile Stress





rL(S)

hL

d(S)

wL(S)


29/54


ITEM : T-9101 & T-9111


b) Bearing Stress


Cross sectional area of lug eye, Ae ( =Dp.tL ) = 358.4 mm



c) Shear Stress


Cross sectional area of lug eye, Ae ( = (rL-d/2).tL ) = 560 mm









a) Tensile Stress





(b) Shear stres




(c) Bending stress






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


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


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


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 - - - - -


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 -


35/54

281.7 -

40.49 -

365.35 -

45.34 -

459.37 -

50.01 -

564.81 -53.98 -

672.26 -

59.54 -

808.22 -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -- -

- -

- -


36/54


ITEM : T-9121



20.00

OF ANGLE U

Weight of tank , We = 0 kg

= 0 N



1.1 LIFTING LUG

Distance k = 60 mm





Length a = 90 mm

Length b = 70 mm




Angle, U = 20





Material used = A 36Specified yield stress, Sy = 248.22 N/mm







tp

k

Wp

b

Lp

tLrL d

Fy

`U

a

w3

w1

AA

w2

w2

stiff plate

Dcp


37/54


ITEM : T-9121



4.1 DESIGN LOAD





(a) Tensile Stress





(b) Bearing Stress





(c) Shear Stress






St Sbr Ss = 0.00

------------- + -------------- + -------------- is < than 1




(a) Bending Stress




3








Since CS


38/54


ITEM : T-9121



6.1 GENERAL

Weld leg , w1 = 8.4 mm


Weld leg , w2 = 5.6 mmWeld throat thickness, tr2 = 4.0 mm













7.1 GENERAL

Weld leg , w = 5.6 mm












39/54


ITEM : T-9121


Weight of component to be lifted (+ Spreader pipe weight) = 61 kg


Impact factor = 2

1) PIPE SIZING












a) Bending Stress



Total bending moment, M ( = F.L / 4 ) = 402,146 Nmm


Since Sb < Sb.all,therefore the pipe size is satisfactory.





Combined stresses,

Sc Sb

U = + = 0.01

Sc.all Sb.all

Since U < 1, therefore the pipe size is satisfactory.

L

F

R1 R2


40/54


ITEM : T-9121


2) LUG SIZING






No of lug eye, = 2



Material used = A 240 316L





SHACKLES





a) Tensile Stress





rL(S)

hL

d(S)

wL(S)


41/54


ITEM : T-9121


b) Bearing Stress


Cross sectional area of lug eye, Ae ( =Dp.tL ) = 358.4 mm



c) Shear Stress


Cross sectional area of lug eye, Ae ( = (rL-d/2).tL ) = 560 mm









a) Tensile Stress





(b) Shear stres




(c) Bending stress






42/54

SLING AND WIRE ROPE CALCULATION @ SPREADER PIPE (TANK)

ITEM : T-9101 & T-9111 and T-9121


Selection of Sling's Safe Working Load (SWL) (SLING S5 & S6) - REFER DWG


Number of leg = 2

Vertical WLL = Weight of Load lifted / No. of legs = 2,183 lb= ( Load on each sling ) = 0.99 ton



TABLE 1

Sling ratio = 42%

Actual Sl ing Capacity = Factor x Rated Capacity of Sl ing b eing used




Actual Sl ing Capacity = 0.866 x 2.70

= 2.34 ton OK







= 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


2


43/54

SLING AND WIRE ROPE CALCULATION (TANK)

ITEM : T-9101 & T-9111 and T-9121


Selection of Sling's Safe Working Load (SWL) (SLING S1/S2/S3/S4) - REFER DWG


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



TABLE 1

Sling ratio = 42%

Actu al Sl ing Capacity = Factor x Rated Capacity of Sl ing b eing used




Actu al Sl ing Capacity = 0.866 x 2.7

= 2.338 ton OK Proceed to next calc







= 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



44/54

CALCULATION OF LIFTING FORCE (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


45/54

SKID SUPPORT STRENGTH CALCULATIONS



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



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.





Combined stresses,

Sc Sb

U = + = 0.05

Sc.all Sbn.all

Since U < 1, therefore the Section size is satisfactory.

L

Fx

R1 R2


46/54

SUMMARY OF LIFTING LUG & SPREADER BAR (SKID)

1 LIFTING LUG @ SKID

Distance k = 80 mm



Lug thickness, tL = 20 mm

Collar plate thickness, tcp = 10 mm


Length a = 140 mm

Length b = 110 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







47/54

SUMMARY OF LIFTING LUG & SPREADER BAR (TANK)

4 LIFTING LUG @TANK (T-9101/T-9111/T-9121)

Distance k = 60 mm



Lug thickness, tL = 12 mm

Collar plate thickness, tcp = 0 mm


Length a = 90 mm

Length b = 70 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







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 Moment Mw = 15,938,958 Nmm


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)


49/54

ALLOWABLE STRESS REFERENCE




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


51/54


(mm)

WEIGHT



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


PSV PSV 120.65 2.00 4800.0 436.5 1302.5 9,600.0 873.1 2,605.0


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



Dampener Dampener 120.65 2.00 4800.0 436.1 1423.1 9,600.0 872.1 2,846.3



PSV PSV 120.65 2.00 3200.0 436.5 1302.5 6,400.0 873.1 2,605.0




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



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


Ball Valve Ball Valve 120.65 20.00 1564.6 149.6 879.6 31,292.0 2,992.8 17,592.7



Y-strainer Y-strainer 120.65 1.00 2906.1 150.1 1120.9 2,906.1 150.1 1,120.9



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


Y-strainer Y-strainer 120.65 1.00 12.0 149.7 992.3 12.0 149.7 992.3


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


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



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


52/54


(mm)

WEIGHT



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

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Weight&Lifting - To Check