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Design Calculation Offshore Basket

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    ©M.I.Z   2014, PT  Besmindotama  Semesta  BTS‐OB‐05 

    DESIGN APPROVAL

    OFFSHORE BASKET(14300 MM L x 1200 MM W x 1400 MM H)

    MODEL: BTS-OB-05

    REVISION: 0

    PT. BESMINDOTAMA SEMESTA

     Jl. POJ KALIMALANG DS. CIBUNTU, CIBITUNG

    BEKASI – JAWA BARAT 17520

    INDONESIA

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    ©M.I.Z   2014, PT  Besmindotama  Semesta  BTS‐OB‐05 

    CONTENTS

     TITLE ………………………………………………………………………….... i

    1.  CONTENTS ……………………………………………………………………. ii

    2.  GENERAL ……………………………………………………………………… 1

    3.  DIMENSION AND RATING ………………………………………………….. 2

    4.  MATERIAL AND CONSTRUCTION ……………………………………….... 3

    5.  PRESERVATION ………………………………………………………………. 4

    6. 

    MARKING …………………………………………………………………….. 7

    7.  TESTING AND INSPECTION ……………………………………………….... 8

    8.  DESIGN CALCULATION FOR LIFTING SETS AND PADEYES …............... 10

    OFFSHORE BASKET REFERENCE DRAWING :

    Drawing Title:

    OFFSHORE BASKET

    (Dim. 14300 MM L x 1200 MM W x 1400 MM H)

    Drawing Number:

    BTS-119-WI-140530-01

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    ©M.I.Z   2014, PT  Besmindotama  Semesta  BTS‐OB‐05 

    1.  GENERAL

    1.1. 

    Operational Environment

     The offshore basket is designed and manufactured for repeated use in

    transport of goods or equipment, handled in open seas, to, from or

    between fixed and floating installations and ships.

    It is able to withstand extremes of temperature range -20oC thru 80oC

    without effect on the offshore basket strength or weather proofness.

    1.2.  Standard and Regulation

     The offshore basket is built in accordance with technical requirements

    of the EN 12079 Part 1 & 2:2006 and DNV 2.7-1:2013

    1.3.  Design approval of the offshore basket by Bureau Veritas system will be

    applied.

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    ©M.I.Z   2014, PT  Besmindotama  Semesta  BTS‐OB‐05 

    2.  DIMENSIONS AND RATINGS

    2.1. External Dimensions

    Length : 14,300 (±5) mm

    Width : 1,200 (±5) mm

    Height : 1,530 (±5) mm

    2.2.  Internal Dimension

    Length : 14,100 (±5) mm

    Width : 1,000 (±5) mm

    Height : 1,200 (±5) mm

    2.3.  Forklift Pocket

    Width (internal dimension) : 288 mm

    Height (internal dimension) : 108 mm

    Center Distance : 2,050 mm

    2.4.  Inside Cubic Capacity

    Capacity : 19.70 m3

    2.5.  Ratings

    Maximum Gross Weight : 14,700 kgs

    Maximum Payload : 10,500 kgs

    Estimated Tare Weight : 4,200 kgs

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    ©M.I.Z   2014, PT  Besmindotama  Semesta  BTS‐OB‐05 

    3.  MATERIAL AND CONSTRUCTION

    3.1.  Bottom Rail

    Material : ASTM A.500 Grade B or equivalent quality

    Geometry : Rec tangle hollow sec tion

    Size : 200 x 100 x t 6.0 mm

    3.2.  Corner Post

    Material : ASTM A.500 Grade B or equivalent quality

    Geometry : Rec tangle hollow sec tion

    Size : 100 x 100 x t 6.0 mm

    3.3.  Top Rail

    Material : ASTM A500 Grade B or equivalent quality

    Geometry : Rec tangle hollow sec tion

    Size : 150 x 100 x t 6.0 mm

    3.4.  Intermediate Post

    Material : ASTM A500 Grade B or equivalent quality

    Geometry : Square hollow sec tion

    Size : 100 x 100 x t 6.0 mm

    3.5.  Bracing

    Material : ASTM A500 Grade B or equivalent quality

    Geometry : Square hollow sec tion

    Size : 100 x 100 x t 6.0 mm

    3.6. 

    Forklift PocketMaterial : ASTM A.36 or equivalent quality

    Geometry : Rec tangular hollow sec tion

    Size : 250 x 120 x t 6.0 mm

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    3.7.  Base Plate

    Material : ASTM A.36 or equivalent quality

    Geometry : Hot rolled steel plate

    Size : t 10.0 mm

    3.8.  Pad Eye

    Material : J IS G 3106 SM 490 YA

    Geometry : High tensile strength plate

    Size : t 32.0 mm

    3.9.  Pad Eye Cheek Plate

    Material : ASTM A.36 or equivalent quality

    Geometry : Hot rolled steel plate

    Size : t 6.0 mm

    3.10.  Properties of Steel Material

    Chemical Composition (%)

    Material C Si Mn P S

    ASTM A.36 0.14 0.18 0.71 0.016 0.005

    ASTM A.500 Grade B 0.05 0.02 0.84 0.010 0.008

     J IS G 3106 SM 490 YA 0.22 0.55 1.70 0.040 0.030

    Mechanical Properties

    Material Yield Strength min.

    (kg/mm2)

     Tensile Strength min.

    (kg/mm2)

    Elongation min.

    (%)

    ASTM A.36 250 400 23ASTM A.500 Grade B 317 400 23

     J IS G 3106 SM 490 YA 355 490 19

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    ©M.I.Z   2014, PT  Besmindotama  Semesta  BTS‐OB‐05 

    4.  PRESERVATION

    4.1. 

    Surface preparation of steel part

    4.1.1.  Prior to assembly

    All steel parts are pre-shot blasted and coated.

    4.1.2.  After assembly

    - Components : All welded areas of exterior and interior of

    assembled offshore basket.

    - Process : Manual shot blasting.

    - Cleaning : All dirt, dust shot ball etc. to be completely removed

    before the basket enters the paint booth.

    4.2. Painting

    - The offshore basket is airless sprayed outside using zinc rich primer

    and acrylic top coat, which is the converted at 60oC.

    - The offshore basket is airless sprayed inside using zinc rich primer

    and epoxy polyamide finish, which is the converted at 60oC.

    - The paint system and thickness are as follows:

    Part DescriptionD.F.T

    (Microns)

    Outside Epoxy zinc rich primer (Including shop primer) 40

    Epoxy polyamide zinc phosphate primer 40

    Polyurethane top coat 40

     Total D.F.T (min.) 120

    Inside Epoxy zinc rich primer (Including shop primer) 40

    Epoxy polyamide zinc phosphate primer 40

    Polyurethane top coat 40

     Total D.F.T (min.) 120

    Bottom Epoxy zinc rich primer (Including shop primer) 40

    Wax. Based under coating 200

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    5.  MARKING

    All offshore basket are to be marked in accordance with the EN 12079-

    1:2006, requirements as well as certain customers marks and logos as

    indicated below.

     The marking applied on the offshore basket will be self adhesive decal of

    cast vinyl and seven years life.

    Unless otherwise specified, all markings included in this guideline are to be

    in decal.

    1. 

    Owner’s code and serial number

     The offshore basket serial number has to be placed in accordance with

    owner’s requirements.

    2.  Weight

     The weight of the offshore basket is positioned on the right hand door in

    such a manner that no information is hidden by door hardware. The

    weight shown is the maximum gross weight of the Tool Box, the tare

    weight of the container and maximum designed cargo weight. All

    weights are to be expressed in kilograms and pounds.

    3.  Owner’s logo

     The owner’s logos are to be placed in accordance with owner’s

    requirements.

    4.  Other

    Other markings are affixed in accordance with owner’s requirements.

    5.  Identification plate.

    Identification plate is riveted on the one of the door by stainless steel

    blind rivets.

     The rivets heads and periphery of the plate are sealed by sealant

    except bottom area.

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    6.  TESTING AND INSPECTION

    1. Proto-type Container

    Prototype container manufactured in accordance with this

    specification will be tested according to the standard classification

    container procedures. The deflection of the components during test

    are measure with scaled and dial gauges. Upon completion of the

    test, the basket will certified by the soc iety with a test report showing

    the deflection and variations within the criteria of the permissible

    values spec ified in the society’s rules.

    2. Testing item and load

    (R) Gross Weight = 14,700 kgs

    (P) Pay Load = 10,500 kgs

    (T) Tare Weight = 4,200 kgs

    (S) Sling Weight = 70 kgs

    ITEM TEST LOAD

    1. 

    Lifting from the top pad eye

    -  All pad eye

    -   Two pad eye diagonally

    2.5 x R = 36,750 kgs

    1.5 x R = 22,050 kgs

    2. Lifting from the forklift pocket 1.6 (T + S) = 6,832 kgs

    3. Vertical Impact Test

    - Drop test 1 x R = 14,700 kgs

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    3. Production Line Container

    Every container is manufactured under effective quality control

    procedure to meet the specified standards. After completion, all

    containers are subject to dimension check, door operation check

    and weather proof test. The offshore basket will be inspected by the

    surveyor of the classification society and identified with the

    appropriate society seal when they meet the standards of this

    specification.

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    7.  DESIGN CALCULATION FOR LIFTING SETS AND PAD EYE

    1. Objective

       To determine quad assembly (master link & intermediate), sling &

    shackle.

       To determine minimal required breaking strength of lifting sets and pad

    eye strength.

    2. Design Reference

      EN 12079 Part 1 & 2:2006 and DNV 2.7-1:2013

    3. Basic of Design

      Lifting Point (n) n = 4 

      Number of Intermediate Link n1 = 2 

      Number of Master Link n2 = 1 

       Tare Mass (T) T = 4200 kg 

      Payload (P) P = 10500 kg 

      Rating or Maximum gross mass (R) = T+P R = 14700 kg 

      Standard acceleration of gravity (g) g = 9.8 m/s 2 

      Angle of sling leg from vertical (ß) ß = 45º 

      Material Padeye J IS G 3106 SM 490 YA

     Yield Strength (C) = (Re) C = Re = 355 N/mm 2 

    Conclusion:

      If R = 14,700 kg, find the minimum required working load limit (WLLmin) 

    WLLmin =19,200 kg  

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    ©M.I.Z   2014, PT  Besmindotama Semesta  BTS‐OB‐05 

      Ma ster Link Assem b ly Dim en sion:

    Select a master link assembly with a WLL of at least 19,200 kg 

    Master Link size minimum1-3/8”

      Sl ing Leg Dim en sion:  

    WLLsl =3cos β

    WLLmin =

    o45cos3

    19200 = 9,050 kg

    Select a wire rope with a WLL of at least 9,050 kg

    Wire rope size minimum 28 mm

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      Sha c kle Dim ension:

    WLLs =

    3cos β

    WLLmin =

    o

    45cos3

    19200 = 9,050 kg

    Select a shackle with a WLL of at least 9,050 kg. 

    Shackle size: 9.5 T (1-1/8”)

      Shackle Information:

      Shackle Type G-2130 S-2130

     

    Working Load Limit WLLs = 9500 kg 

      Nominal Size Shackle Shackle 1-1/8”

      Pin diameter B = 31.8 mm

      Shackle Width A = 46 mm

      Shackle Height C = 108 mm

    - Pad eye hole diameter (max.) :DH = B + 6% B

    : 31.8 + (0.06 x 31.8) = 34 mm  

    - Pad eye thickness (min.) :T = A x 75%

    : 46 x 0.75 = 34 mm  

      Resulting Sling Force on the pad eyes: RSF  =o

    Cosn

     xRxg

    45)1(

    3

     

    =o

    Cos

     x x

    453

    8.9147003= 203731 N  

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    ©M.I.Z   2014, PT  Besmindotama  Semesta  BTS‐OB‐05 

      Pa d Eye Stre ng th:

      Padeye Information:

    Hole Diameter : DH = 33 mm

    Padeye Radius : H = 65 mm

    Check Plate Radius : R = 40 mm

    Plate Thickness : t1 = 32 mm

     Total Thickness : t2 = 44 mm

    - Tear-out Stress 

    Ri =

    112

    3

    DHxt xHxt

     xRSF

     

    Ri  =x32332x65x32

    3x203731

    = 197 N/m m 2  

    Re

    Ri=

    355

    197= 0.55  (maximum 0.85)   OK

    - Contact Stress 

    Ri = 23.7 x2DHxt

    RSF

     

    Ri = 23.7 x33x44

    203731= 280 N/m m 2  

    Re

    Ri=

    355

    280= 0.79  (maximum 0.85)   OK  

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