iso 12217-1 calculation worksheet

Upload: navalarchmarine

Post on 02-Jun-2018

235 views

Category:

Documents


0 download

TRANSCRIPT

  • 8/10/2019 ISO 12217-1 Calculation Worksheet

    1/2

    Loading Instructional Manual

    Design:

    Summary of design category definitions

    Wave height up toTypical Beaufort wind force

    Calculation wind speed (m/s)

    Design Category Intended: Multihull

    Symbo Unit

    Length of hull as in ISO 8666 L H m

    Beam of hull BH m

    Windage area A LV m2

    Mass:

    Maximum total load:

    Desired Crew Limit CL -

    Desired Passenger Limit PL -

    Total person aboard

    Mass of:

    desired Crew Limit at 75kg each kg

    provisions + personal effects kg

    desired Passenger Limit at 75kg each kg

    passenger effects kg

    fresh water kg

    fuel oil kg

    other liquid carried aboard kg

    stores, spare gear and cargo (if any) kg

    optional equipment and fittings kg

    not included in basic outfit

    inflatable liferaft kg

    other small boats carried aboard kg

    margin for future additions kg

    Maximum total load = sum of above masses mMTL kg

    Light craft condition mass mLCC kg

    Loaded displacement mass = mLCC+ mMTL mLDC kg

    Mass of:

    minimum number of crew kg

    essential safety equipment [ (L H- 2.5)2

    ] kg

    non-consumable stores and equipment normally aboard kg

    water ballast in tanks which are notified in the owner's

    manual to be filled whenever the boat is afloat

    inflatable liferaft kg

    Load to be included in Minimum Operating Condition mL kg

    Light craft condition mass mLCC

    kg

    Mass in the Minimum Operating Condition = mLCC+ mL mMOC kg

    mLDC/mMOC 1.72 > 1.15

    ISO 12217-1:2002 E) NON-SAILING BOATS OF LENGTH GREATER THAN OR EQUAL TO 6m

    CALCULATION WORKSHEET No. 1

    Item

    The calculation of Heel Due to

    Wind Action is not required.

    Remarksalue

    11.400

    2.740

    14.895

    D

    -Ratio A LV/(L HBH)

    4

    28

    100.00

    2100.00

    280.00

    0.00

    2390.00

    0.477 1.0

    779.21

    A

    approx. 7m significant 4m significant

    kg

    280.00

    3060.00

    2390.00

    5450.00

    79.21

    up to 6 up to 4

    3169.21

    B C

    32

    300.00

    100.00

    28 21 17 13

    Design category

    600

    2m significant 0.5m significantup to 10 up to 8

    Page 15

  • 8/10/2019 ISO 12217-1 Calculation Worksheet

    2/2

    Loading Instructional Manual

    Design : 39ft. G.R.P. Passenger Boat - TW1

    Offset-Load Test:

    Calculation of heeling moment for boats with not more than one level:

    Symbol Unit

    Plan area for movement of crew A C m2

    Crew density = CL/ 4A C CD m-2

    Maximum breadth of crew area BC m

    Crew heeling if CD 0.5 = 314 ACBCmoment if CD < 0.5 = 314 CLBC (1-CD)

    Compliance with requirement :

    Symbol Unit

    Equivalent moment in kg.m for test = MC/9.806 kg.m

    Angle of heel with MCapplied 0 degrees Refer Diagram

    Max. an le of heel allowed = 10 + 24-L3/600 0 R degrees

    PASS / FAIL ?

    The least height from the waterline to the downflooding openings during Offset-Load Test

    Least height to waterline (m)

    Downflooding:

    Downflooding Angle:

    Symbol Unit

    Required value: (where 0= angle from Offset-Load test)

    Category A = larger of (0+ 25)or 30 D(R) degrees

    Category B = larger of (0+ 15)or 25 D(R) degrees

    Category C = larger of (0+ 5)or 20 D(R) degrees

    Category D = 0 D(R) degrees

    Area of openings permitted to be submerged = 50L H2 m2

    Actual downflooding Angle:

    at mass = mMOC D degrees

    if ratio of mLDC/mMOC> 1.15 then at mass = mLDC D degrees Refer to GZ Curve

    PASS / FAIL ?

    Downflooding Height:

    Category A

    Category B

    Category C

    Category D

    Actual Downflooding Height, hD

    ISO 12217-1:2002(E) NON-SAILING BOATS OF LENGTH GREATER THAN OR EQUAL TO 6m

    CALCULATION WORKSHEET No. 2

    Cat. C > 0.11 H

    Cat. D > 0.07 H

    Value Remarks

    957.37

    12.83

    13.3

    PASS

    0.371 0.236 0.454 Refer Diagram

    Category C

    N.m 9387.97

    Item Value Remarks

    30.00

    25.00

    20.00

    Item Value Remarks

    13.59

    0.589

    2.200

    MC

    1.080 0.81

    41.26

    PASS

    1.72

    6498.00

    = basic x 0.75

    0.54

    Requirement

    Design category given :

    Item Value Remarks

    0.53

    0.54

    0.30

    0.957 t/m

    Requirement

    Required

    Downflood

    Height, hD(R)

    (m)

    Basic requirement

    Basic

    Reduced value for small

    openings

    0.725

    0.725

    0.700

    0.400

    Page 13