FMT. Strength Calculation. Lifting Cradles Holm-kl

FMT Strength Calculation Lifting Cradles Holm-kl (OSK-ShipTech 300.086.A) Date:.06.03 Sign: KAF

Table of Contents Introduction.... Reference documents... Summary... 3 Conclusion... 3D Beam Element Analysis... 3 5 Software... 3 6 Coordinatee system... 3 7 Vessel data... 3 8 Model Description... 9 Boundary Conditions... 5 0 Design Criteria... 5 Beam Model Loads... 6.. Loaded Model... 7 Results... 8. Strength Evaluation... 8.. Evaluation criteria... 8.. Deflection... 8..3 Stresses in Structure... 9. Shell Core strength.....3 Springs.... Lashing..... Bolted connection in transverse lashing beams... 3 Appendix Appendix A - Drawings Appendix B - 3d model results - aft cradle Appendix C - 3d model results - fore cradle Appendix D PVC core material datasheet 300.066.0 Lifting and transport Cradles

Introduction The intent of this analysis is to verify and document the strength of lifting and transport cradles for Danish navy Holm-class ships. The ships are considered lifted and transported onboard an unspecified heavy-lift ship. The transport is considered to have unrestricted service. The ship is considered lifted in two () cradles, aft (5.6m forward of AP) and fore (9.5m forward of AP). The strength analysis cover: - Strength of cradles in lifting scenario - Calculation on springs for cradles. - Sea fastening of ship in transport scenario For the lifting and transport scenario relevant design criteria are used to verify the strength.. Reference documents Reference is made to following documents:. 300.009.0A Løftevugger General Arrangement. 300.007.0A Løftevugger - Surringsarrangement 3. 300.086.0A Løftevugge - Agter. 300.086.0A Løftevugge For 5. 300.086.0A Løftevugger - Fjeder System Summary The lifting and transport cradles are designed and verified according to the relevant criteria: Lifting Scenario: Design verified according to DNV Rules for planning and executing of Marine Operations, pt. Ch. 5 Lifting. Transport Scenario: Sea fastening verified according to accelerations calculated DNV rules for ships Pt. 3 Ch. Sec Design Loads Ship Motions and Accelerations The strength analysis is performed using a simplified beam model reflecting the design of the lifting Cradles. Material: Steel construction to be made of mild steel unless otherwise stated on the drawings, to meet DNV standards: NV D36, min yield stress of 355 N/mm. The calculations are based on steel with yield stress of 35, which gives further margin in the strength calculations of the cradles. Springs: The springs are designed to hold the arms open while lifting the empty cradle and to allow the arms to close once the weight of the vessel is on the cradle. The spring constant should be 3. kg/mm. 300.066.0 Lifting and transport Cradles Page

The spring considered in the calculation is described below: Type Compression Spring Wire diameter.00 mm Outer diameter of spring 75.00 mm Free Length 50.00 mm Total number of coils 5 Number of active coils 3 Shear Modulus 79300 MPa (Steel) Lashings: The lashings are designed to hold the vessel in position in the cradles. The cradles are secured to the heavy lift vessel by a set of lashings too. The Arrangement of the lifting cradles is presented in Appendix A Page A The structural design of the aft lifting cradles is presented in Appendix A Page A3 The structural design of the aft lifting cradles is presented in Appendix A Page A 3 Conclusion The Strength of the aft and fore lifting and transport cradles has been analyzed on the basis of the loads and accelerations calculated in Ch.0 Based on the modeling reflecting the drawings in Ref ) and 5) and loads applied obtained from Ch. 0, the stresses in the structure have been calculated and analyzed as documented in this report and its attachments. It is concluded that the calculated stress levels of the Lifting and transport Cradles is found to be within the requirements specified in this document. The compression stresses in the hull core material has been calculated and found to be within the limits given by the manufacturer. The springs holding arms away from the ship is dimensioned to support the ship when lifted. Lashings holding the ship when transporting the ship have been dimensioned. The lashings are able to hold the ship in the cradles when transported. 300.066.0 Lifting and transport Cradles Page

3D Beam Element Analysis A 3D beam model of each of the lifting cradles has been prepared to evaluate the strength of the cradles. 5 Software Software used: Dlubal programs RSTAB for beam calculations. Further information can be forwarded on request. 6 Coordinatee system The coordinate system is defined as a right hand coordinate system: X: Vessel longitudinal direction (positive in forward direction) X=0 at AP Y: Vessel transverse direction (positive towards port side) Y=0 at CL Z: Vertical direction (positive upwards) Z=0 at heavy lift deck 7 Vessel data Name: Type: Class: Flag: Length over all: Length btw. PP: Breadth mld: Depth to deck: Design draught: Deadweight: Speed Weight LCG VCG Holm-kl Patrol, Naval Support DNV Danish 8.90 m 6.5 m 6.0 m 3.5 m.7 m 55 tons.0 kn 5 tons.9 m forward AP 3.5 m above Baseline 300.066.0 Lifting and transport Cradles Page 3

8 Model Description The 3D Beam models describe the structures: - Aft lifting and transport cradle - Fore lifting and transport cradles. The models are build according to drawings: - 300.086.0 Løftevugge - Agter - 300.086.0 Løftevugge - For - As the calculation is performed as a beam calculation the model is built without brackets and plates. Racking plates are simulated by crossing rigid elements. Isometric Isometric Z Z Y X Y X Figure : Lifting Cradles 300.066.0 Lifting and transport Cradles Page

9 Boundary Conditions The boundary conditions for the structures: - For the lifting scenario the ship is considered as a rigid structure. The ship is rigid supported in the centerline. The connection between the ship and the cradle are simulated by compression only members acting perpendicular to the local hull surface. - The model is loaded at the points where the lifting slings are lifting the cradles. 0 Design Criteria The design of the cradles is verified according to below described criteria: Lifting Situation: DNV Rules for planning and executing of Marine Operations. Sea fastening: DNV Rules for ships Pt. 3 Ch. Sec. Design Loads Ship Motions and Accelerations Lifting Loads The load due to lifting of the ship from a floating structure has to be considered. The Dynamic Amplification Factor for such an operation, considering a lift<00t performed in sheltered areas (inshore), is according to DNV Rules for planning and executing of Marine Operations,.5 x Lifted weight. Further the lifting equipment has to be dimensioned obtain the wind forces and skew loads due to a crane lift. Sea Fastening Loads The loads on the sea fastening structures due to ship motions of the heavy lift vessel are calculated by using DNV Rules for ships Pt. 3 Ch. Sec.. Three (3) different heavy lift ships have been chosen and accelerations have been calculated. The largest accelerations will be used in calculation of the lifting cradles and sea-fastening. The three (3) ships and the calculated motions and accelerations are shown in below table: M/V PATRIA M/V Palessa M/V EIT Palmina Lpp [m] 95 30 B [m] 8.7 97 3, Service speed [kn] 5 5 5 GM [m].5.5.5 Roll Angle [deg] 35 3 3 Pitch Angle [deg] 0 9 8 Longitudinal Acc. [m/s ].0 5.08 3.3 Transverse Acc. [m/s ] 7.6 7.3 6.5 Vertical Acc. [m/s ] 5.60 5.08.80 Table : Calculated accelerations The accelerations is dependent on the heavy lift vessels GM and sea conditions, so accelerations must be calculated separately for each operation by the heavy lift operator. 300.066.0 Lifting and transport Cradles Page 5

For conservative calculations the following accelerations has been chosen: Longitudinal and Transverse: 9.8 m/s Vertical: 5.60 m/s Beam Model Loads Reaction in Lifting Cradles The lifting operations are considered to take place in sheltered areas (inshore). Due to this the Dynamic Amplification Factor (DAF) is considered to be.5 x lifted weight. The cradles are designed according to below condition of the vessel: Weight of vessel: 5 tons LCG.9 m forward AP Position of cradles: Aft: 5.60 m forward AP Fore: 9.50 m forward AP Weight on cradles: Aft: 7.0 tons Fore: 53.0 tons The weight of each cradle is for strength calculation purposes been estimated to be 6.5 tons. Actual detailed calculations confirm a weight below this figure. See Ref/3/ and ref//. The loads on the cradles for the lifting scenario are calculated based on the tension in the lifting web slings. The loads can be seen in the force diagrams below. Figure : Force Diagrams 300.066.0 Lifting and transport Cradles Page 6

The loads in above sketch are seen in below table: Loads on model Aft Cradle Fore Cradle Lifted weight w/o DAF 78.5 t Lifted weight w/o DAF 59.5 t Lifted weight w/o DAF 770. kn Lifted weight w/o DAF 583. kn T Tension force one side 3.0 kn T Tension force one side 335. kn R Reaction on cradle side 37.6 kn R Reaction on cradle side 35.5 kn R Reaction on Bottom 308.8 kn R Reaction on Bottom.9 kn R3 Reaction on ship side 80.3 kn R3 Reaction on ship side 55.0 kn Table : Calculated forces.. Loaded Model LC Isometric LC In X-direction 8.800 8.800 8.800 8.800 Z Z 8.800 8.800 Y X Y X 5.00 5.00 5.00 Figure 3: Aft Cradle, Loaded. Loads in kn LC Isometric LC In X-direction 7.750 7.750 7.750 7.750 Z Z Y X 7.750 7.750 Y X 06.50 06.50 06.50 Figure : Fore Cradle, Loaded. Loads in kn 300.066.0 Lifting and transport Cradles Page 7

Results As all calculation data is a large amount of data a reduced selection of the calculation results, supporting the strength evaluation is listed in Appendix B and C. If further details of the calculation are needed, data can be forwarded on request.. Strength Evaluation.. Evaluation criteria Deflection: The deflection criteria for the lifting cradles are decided to be :600. This means that the members are allowed to deflect mm in a beam of 600mm length Allowable Stresses The allowable stresses are calculated according to DnV rules. Design Verification allowable stresses for the design is calculated as follows: This gives for the steel used in calculations: σ /.5 Normal strength steel (S35): 35 N/mm, σ 56 N/mm.5 σ 90 N/mm.5 3, σ 56 N/mm.5.. Deflection The maximum deflection of the aft cradle is 0.8 mm. The deflection is well below the deflection criteria. The maximum deflection of the fore cradle is 0.5 mm. The deflection is well below the deflection criteria. 300.066.0 Lifting and transport Cradles Page 8

LC u Isometric LC u Isometric 8.800 8.800 0.8 0.5 Z 8.800 8.800 Y X Z Y X 5.00 5.00 Max u: 0.8, Min u: 0.0 [mm] Factor of deformations: 00.00 Max u: 0.5, Min u: 0.0 [mm] Factor of deformations: 800.00 Figure 5: Deformation of models, Aft Left, Fore right..3 Stresses in Structure The largest stresses in each beam member type are calculated in RSTAB module General Stress Analysis. The result of the stress calculation can be seen in Appendix B and C. In the stress analysis no stresses are seen above the allowable stresses. The largest stresses are approximately 0 N/mm, which correspond to a utilization factor of approx. 0.77. In general the stresses are well below the limit. Table 3: Aft Cradle Stresses 300.066.0 Lifting and transport Cradles Page 9

Table : Fore Cradle Stresses The full result of the stress calculations can be seen in Appendix B and C page -. STEEL CA Tau Total Isometric STEEL CA Sigma-eqv Isometric Stress ratio Tau Totale [-] 0.58 Stress ratio Sigma-v [-] 0.70 0.3 0.3 0.00 Max : 0.58 Min : 0.00 0.3 0.0 0.3 0.58 0.0 0.0 0.58 0.00 Max : 0.70 Min : 0.00 0.3 0.3 0.0 0. 0.3 0.33 0.3 0.35 0.70 0.33 0.0 0.70 0.0 0. 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.05 0.0 0.07 0.0 0.0 0.09 0.07 0.33 0.35 0.0 0. 0.35 0.8 0.35 0.3 0.33 0.8 0.50 0.0 0. 0.06 0. 0.50 0.06 Z 0.0 0.0 0.58 0.0 0.07 0.0 0.58 0.07 0.03 Z 0.06 Y X 0.03 0.06 0.09 0.70 0.70 0.08 0.0 0.9 0.8 0.08 Y X 0.37 0.08 0.9 0.0 0.9 0.8 0.08 0.9 0.06 0.09 0. 0.06 0. 0.0 0.9 0.0 0.0 0.9 0.09 Max Tau Total: 0.58, Min Tau Total: 0.00 Max Sigma-eqv: 0.70, Min Sigma-eqv: 0.00 Figure 6: Members stresses. Shown as stress ratio 300.066.0 Lifting and transport Cradles Page 0

. Shell Core strength. The GRP core materials, where the cradles are making contact to the shell, are checked. The core material is a PVC foam structure. From the beam calculations the load, where the cradles are supporting the hull are seen. The forces on the sides, from where the arms are supporting the hull are calculated separately. The forces acting on the hull are seen in the table below: Aft Cradle Fore Cradle Forces on bottom 58 kn 8 kn Forces on side 80.3 kn 55 kn Table 5: Forces on hull The forces are considered distributed evenly due to the wood. The shell is considered supported by the core of the hull structure (Stringers and bulkheads). The hull structure is general of 50 mm core material. The nominal compressive strength of the PVC core material is.6 MPa on the bottom and.9 MPa at the sides. For further info of the PVC core material see appendix D. A safety factor of 5% has been added to the strength levels for the material. A safety factor of 5% is considered together with the DAF factor, which is.5. Further the stress distribution through the core material, giving a larger area, is not considered. This is considered to be an overall conservative approach. The aft cradle bottom support is supporting 50mm longitudinal and 000mm transverse. The fore cradle bottom support is supporting 50mm longitudinal and 90mm transverse. The height of the support on the arms is aft 890mm and fore 60mm. This gives the below stresses in the core material. Permissible Pressure Aft Cradle Fore Cradle Pressure on bottom.70 N/ mm.6 N/mm.6 N/mm Pressure on side.805 N/ mm.80 N/mm.80 N/mm Table 6: Forces on hull.3 Springs The springs are designed to hold the arms open while lifting the empty cradle and to allow the arms to close once the weight of the vessel is on the cradle. When lifting the empty cradles, the aft cradle chain will need a tension of 530 kg to hold the arm away from the ship side. The fore cradle needs a tension of 50 kg. The arms should not close until the cradles are having contact to the ship, thus the pretension need to be 0% more than the empty cradle weight. The spring will be tensioned to 70 kg 300.066.0 Lifting and transport Cradles Page

The spring should have a constant of: k=3. kg/mm With above spring the spring will have the tensions as shown in below table: mm kg Pretention 0 70 Hull contact 6 63 Max 6 357 Table 7: Tension in spring The spring considered in the calculation is described below: Type Compression Spring Wire diameter.00 mm Outer diameter of spring 75.00 mm Free Length 50.00 mm Total number of coils 5 Number of active coils 3 Shear Modulus 79300 MPa (Steel) Drawing of spring is seen in appendix A5. Lashing The sea fastening of the ship in the cradles is to be done by lashings to the deck of the heavy-lift ship. The cradles are lashed to the heavy-lift vessel from the four 0t D-Rings. The transported ship is lashed separately. The lashings and sea fastenings needs to be calculated to the accelerations described in chapter 0 Design Criteria. Design accelerations: Longitudinal and Transverse: 9.8 m/s Vertical: 5.60 m/s The longitudinal and transverse acceleration are considered to be the same, to allow the ship being stowed transverse on the heavy-lift vessel. The lashings need to be calculated for following ship particulars: Ship weight 5.00 t LCG.9 m forward AP VCG 3.50 m above BL The sea fastening forces are thus: Longitudinal and Transverse: Vertical: 6.5 kn 96.5 kn / 700.0 kn The worst scenario is considered to be when the vertical acceleration is not acting the same direction as the gravity. Simple calculation has been made to calculate the lashings. 300.066.0 Lifting and transport Cradles Page

The calculations are based on drawings in ref //. The lashings are considered to support the vessel from rolling off the cradle. Example: Transverse force acting towards Port side. The transverse lashing beam will add a vertical force at the ship starboard side and a horizontal force at the port side. Considering that the lashings beams should be able to keep the vessel in the cradles the forces in the lashings to the transport ship is calculated. Considering the aft lashings to distribute the load equally, the maximum load on lashing part is 0.0 tons. Maximum load on forward lashing are calculated to be. t... Bolted connection in transverse lashing beams The transverse lashing beams needs to be assembled by several pieces. The connections are considered bolted together by 6 pcs. M6 bolts of quality 8.8. Due to the design of the lashing beams the bolts will only experience tension. The bolts are considered to be loaded equal at all times. The stresses in the bolts are checked to be within the stress limits, considering a safety factor of.0. The stresses in the bolts are calculated below. Transverse force in lashing beam 80.7 kn Core area of M6 bolt 9.6 mm Max. permissible tension stress of bolt: σ 60 30 N/mm Stresses in the bolts: 80.7 000 6 9.6 89.9 N/mm The bolts are loaded to 8% of the permissible load. From above it is seen that the 6 pcs. M6 bolts, quality 8.8 is capable of transferring the forces in the lashing beam. 300.066.0 Lifting and transport Cradles Page 3

Appendix A Drawings A - 300.009.0 GA A - 300.007.0 Surrings Arr. A3-300.086.0 Løftevugge agter A - 300.086.0 Løftevugge For A5-300.086.0A - Løftevugger - Fjeder System 300.066.0 Lifting and transport Cradles Page

Fender fjernes 90 ov. BL. Basislinje Basislinje Basislinje 0 5 0 5 0 5 Løft af Skib Løft af Skib Typisk Agterste Vugge Forreste Vugge Knæ til låsning tværskibs Knæ til låsning tværskibs Knæ til låsning tværskibs Bjælke låses langskibs i pullert Bjælke låses langskibs i klyds Bjælke låses langskibs i klyds Boltet samling Boltet samling Boltet samling 000 000 00 00 500 000 800 900 Knæ låses tværskibs mod skrog 50 Knæ låses tværskibs mod skrog Knæ låses tværskibs mod skrog Basislinje Basislinje Basislinje 0 5 0 5 0 5 Bjælke ved spant #3 Set mod for Bjælke ved spant 8½ Set mod for Bjælke ved spant #5½ Set mod for Bjælker ved Dæk LÆNGDE O.A. LÆNGDE MELLEM P.P. BREDDE MLD. SIDEHØJDE 8.90 m 6.5 m 6.0 m 3.5 /.9 m Tyngdepunkt for beregning (Oplyst af FMT): LCG:.9 m foran for AP TCG: 0.00 m fra CL VCG: 3.50 m over BL Vægt: 5 t Accelerationer: Langskibs: +/- 9.8 m/s.0 g Tværskibs: +/- 9.8 m/s.0 g Vertikalt: +/- 5.60 m/s 0.6 g Samme acceleration langskibs/tværskibs, for at vugger kan stilles tværskibs og langskibs på Heavy Lift skib. A 05.07.03 JWE Generel opdateret grundet vægt CFA 05.07.03 Rev. Date Init. Description of modifications Approv. by Date Pakning af 0' open top container Aarhus nd Balticagade 5 floor 8000 Aarhus C - DENMARK phone +5 867 8099 Copenhagen Bryggervangen 55.tv 00 Copenhagen Oe - DENMARK mail@osk-shiptech.com phone +5 576 0 HOLM Klassen - Løftevugger General Arrangement Sign: ISO: Id.no.: JWE Check: CFA Scale: :00 Sheet: / Date:.06.03 300.009.0 Rev. A CAD - drawing - Not to be modified by hand! All measurements in mm unless otherwise stated. This Document is the property of OSK-ShipTech A/S and may not be altered or passed on to third parties without written consent from OSK-ShipTech A/S

5.0 Basislinje 5.0 Basislinje Transport Skib Transport Skib Surring Agterste Vugge Surring Forreste Vugge Surring til positionering af løftevugger Surring til positionering af løftevugger Rør fjernes Knæ til låsning tværskibs Bjælke låses langskibs i klyds med trækiler (SB + BB). Knæ til låsning tværskibs Bjælke låses langskibs i klyds med trækiler (SB + BB). Fender fjernes Boltet samling Bjælke klodses op (CL, SB, BB). Obs! Ingen lodret kontakt mellem bjælke og klyds. Boltet samling Bjælke klodses op (CL, SB, BB). Obs! Ingen lodret kontakt mellem bjælke og klyds. 75 655 00 00 500 000 800 900 min. 8.0 Knæ låses tværskibs mod skrog med trækiler (SB + BB). min. 8.0 50 Knæ låses tværskibs mod skrog med trækiler (SB + BB). Basislinje Basislinje 0 5 0 5 0 5 5.0 Transport Skib Transport Skib Transport Skib 365 530 970 030 70 030 70 030 70 030 70 030 6970 030 70 030 Kølklods Stål/træ Surring af Skib Kølklodser kiles mod skrog Surring ved spant #3 Set mod for Surring ved spant 8½ Set mod for Knæ til låsning tværskibs Bjælke låses langskibs i pullert med trækiler (SB + BB). Boltet samling 000 000 Bjælke klodses op (CL, SB, BB). Obs! Ingen lodret kontakt mellem bjælke og pullert. LÆNGDE O.A. LÆNGDE MELLEM P.P. BREDDE MLD. SIDEHØJDE Tyngdepunkt for beregning (Oplyst af FMT): LCG:.9 m foran for AP TCG: 0.00 m fra CL VCG: 3.50 m over BL Vægt: 5 t 8.90 m 6.5 m 6.0 m 3.5 /.9 m min. 8.0 Accelerationer: Langskibs: +/- 9.8 m/s.0 g 0 5 0 5 0 5 Knæ låses tværskibs mod skrog med trækiler (SB + BB). Basislinje Tværskibs: +/- 9.8 m/s.0 g Vertikalt: +/- 5.60 m/s 0.6 g Samme acceleration langskibs/tværskibs, for at vugger kan stilles tværskibs og langskibs på Heavy Lift skib. Surring ved Dæk Surring ved spant #5½ Set mod for Transport Skib Volmunen træklodser: Agterste vugge: 0,5 m3 Foreste vugge: 0,65 m3 Kølklodser:,0 m3 Bjælker Spt. 3, 8½, 5½: 0, m3 Reference tegninger: 300.009.0 General Arrangement 300.03.0 Løftevugger - Specifikation 300.086.0 Løftevugge - Agter 300.086.0 Løftevugge - For 300.086.03 Løftevugge - Træklodser 300.086.0 Løftevugger - Fjedersystem 300.086. Strength calculation - Lifting Cradles - HOLM-Kl 300.037.0 Løftevugger - Positionering af vugger 300.007.0 Surrings Arrangement - Bjælker & Kølbokse A 05.07.03 JWE Generel opdateret grundet øget vægt CFA 05.07.03 Rev. Date Init. Description of modifications Approv. by Date Aarhus nd Balticagade 5 floor 8000 Aarhus C - DENMARK phone +5 867 8099 Copenhagen Bryggervangen 55.tv 00 Copenhagen Oe - DENMARK mail@osk-shiptech.com phone +5 576 0 HOLM Klassen - Løftevugger Surrings Arrangement Sign: ISO: Id.no.: JWE Check: CFA Scale: :00 Sheet: / Date:.06.03 300.007.0 Rev. A CAD - drawing - Not to be modified by hand! All measurements in mm unless otherwise stated. This Document is the property of OSK-ShipTech A/S and may not be altered or passed on to third parties without written consent from OSK-ShipTech A/S

85 85 688, 00 360,7 85 850 30 6 5 5 6 6 6 0 B C D 8 3 0 Pos. 3 5 6 7 8 9 0 3 5 6 7 8 9 0 Stk. 3 + 3+ 8 0 88 0 Beskrivelse Bundramme - Vandret Topramme - Skrå Topramme - Lodret (bagbord) Topramme - Lodret (styrbord) Bjælke - Lodret Bjælke - Lodret Indskud - Lodret tværskibs Knæ - Tværskibs Knæ - Tværskibs Indskud - Lodret langskibs Stropstyr - Langsskibs Box - Vandret (til træklods) Box - Skrå (til træklods) - Styrbord Box - Skrå (til træklods) - Bagbord Drejeakse Låsebeslag til drejeakse Bolt - M6 x 5mm Bolt - M6 x 55mm Skiver - M6 Møtrik - M6 Fjedersystem D-Ring for surring til dæk STYKLISTE Rev. Kommentarer stk. bruges på Pos. 3 & stk. bruges på Pos. 3 & Se tegning 300.086.0 RUD - Type nr. VLBS-0 (0 tons WLL) B C D B-B C-C D-D A-A 736, 3 Tyngdepunkt for beregning (Oplyst af FMT) LCG:.9 m foran for AP TCG: 0.00 m fra CL VCG: 3.50 m over BL Vægt: 5 t Accelerationer: Langskibs: +/- 9.8 m/s.0 g Tværskibs: +/- 9.8 m/s.0 g Vertikalt: +/- 5.60 m/s 0.6 g Samme acceleration langskibs/tværskibs, for at vugger kan stilles tværskibs og langskibs på Heavy Lift skib. Detalje FMT - svejse og kvalitets specifikation: Konstruktionen udføres i overensstemmelse med DS/EN 090 -, udførelsesklasse EXC3. Konstruktionen skal udføres af certificerede svejsere. Certificeringen skal dokumenteres før arbejdet iværksættes. Der skal udarbejdes godkendte Welding Procedure Specifications (WPS) for alle svejsninger, før svejsning iværksættes. 5 5 9 7 5 M6 Bolt (55mm), Skive, Møtrik 6 8 3 9 7 5 6 Omfanget af procedureprøver skal aftales med svejseinspektør og procedureprøverne skal godkendes af samme, inden noget svejsearbejde på nogen konstruktionsdel må iværksættes. Svejsninger og svejseforberedelser (skærpning) skal godkendes af svejseinspektør, før svejsning iværksættes. Svejseinspektør skal være godkendt efter gældende regler og standarder, således at vedkommende er kvalificeret til at godkende arbejder efter DS/EN 090-. Det anvendte stål skal svare til S355 J og skal enten være:. Stål med 3. certifikat.. Stål som er passende dokumenteret ved måling af flydespænding, brudforlængelse og slagsejhed. Brudforlængelse skal være minimum 0 % og slagsejheden skal dokumenteres ved - 0 graders celcius. Se note *) *) Note: Klassificeret plademateriale er relativt tilgængeligt på markedet, men profiler er ikke særlig tilgængelige. Det vil ofte være nødvendigt at udføre særskilt prøvning. Svejsegeometri: Hvis ikke andet er anført på tegningerne gælder følgende: Kantsømme: A-mål = 0.5 af mindste pladetykkelse. K-sømme og X-sømme: fuldt gennembrændte. Hvor svejsning udføres med fuld gennembrænding fuges og efterløbes. 50 50 7,5 609,7 7,8 7,8 609,7 7,5 50 Tvivlsspørgsmål afklares med svejseinspektør, så vidt muligt før arbejdet iværksættes. 5 6 Set mod bagbord 700 Set mod for Det færdige arbejde skal besigtiges af FMT før maling og sandblæsning. Vægt Stål vægt i alt: 580 kg. Reference tegninger: 300.009.0 General Arrangement 300.03.0 Løftevugger - Specifikation 300.086.0 Løftevugge - For 300.086.03 Løftevugge - Træklodser 300.086.0 Løftevugger - Fjedersystem 300.086. Strength calculation - Lifting Cradles - HOLM-Kl 300.007.0 Løftevugger - Surringsarrangement 300.007.0 Løftevugger - Surringsarrangement - Bjælker & Kølbokse M6 - Bolt (5mm), skive A 05.07.03 JWE General opdatering grundet øget vægt CFA 05.07.03 Rev. Date Init. Description of modifications Approv. by Date Detalje BB A Set oppefra A SB Naval Architects & Marine Engineers Aarhus Balticagade 5 nd floor 8000 Aarhus C - DENMARK phone +5 867 8099 mail@osk-shiptech.com HOLM Klassen - Løftevugger Løftevugge - Agter Samlingstegning Sign: ISO: Id.no.: Sheet: Copenhagen Fruebjergvej 3 - PO Box 6 00 Copenhagen Oe - DENMARK phone +5 576 0 JWE Check: CFA Scale: :5 /3 Date: 0.06.03 300.086.0 Rev.: A OSK-Ship Tech A/S Inventor CAD-drawing - not to be modified by hand! All measurements in mm unless otherwise stated. This Document is the property of OSK-ShipTech A/S and may not be altered or passed on to third parties without written consent from OSK-ShipTech A/S

90 50 90 6, 90 50 90 79 07,5 300 70 0 07,5 50 9,8 567,7 68 95 0 70 0 5 5 5 5 5 5 5 50 C 5 D Fuld gemmenbrænding A D 5 F 68, 035 83 C Fuld Gennembrænding Pos. 3 5 8 9 3 Stk. + 3+ Beskrivelse Bundramme - Vandret Topramme - Skrå Topramme - Lodret (bagbord) Topramme - Lodret (styrbord) Bjælke - Lodret Knæ - Tværskibs Knæ - Tværskibs Stropstyr - Langsskibs Box - Vandret (til træklods) Box - Skrå (til træklods) - Styrbord Box - Skrå (til træklods) - Bagbord STYKLISTE Rev. Kommentarer stk. bruges på Pos. 3 & stk. bruges på Pos. 3 & B C C Fuld gemmenbrænding E D 75,9 835 D B A C 50 00 07,5 00 09,7 55,6 09,7 00 07,5 00 700 Pos. F 306, Pos. 3B- 3B- 3B-3 8, 70 3B- Pos. 3B (Pos. B kontra) B-B 50 3D- 35 5 3G 89 3G 376,8 3E A 3F 3A 5 9 30 3B 3D- 750 Pos. 3D (Pos. D ens) Tyngdepunkt for beregning (Oplyst af FMT) LCG:.9 m foran for AP TCG: 0.00 m fra CL VCG: 3.50 m over BL Vægt: 5 t Accelerationer: Langskibs: +/- 9.8 m/s.0 g Tværskibs: +/- 9.8 m/s.0 g Vertikalt: +/- 5.60 m/s 0.6 g Samme acceleration langskibs/tværskibs, for at vugger kan stilles tværskibs og langskibs på Heavy Lift skib. FMT - svejse og kvalitets specifikation: Konstruktionen udføres i overensstemmelse med DS/EN 090 -, udførelsesklasse EXC3. Konstruktionen skal udføres af certificerede svejsere. Certificeringen skal dokumenteres før arbejdet iværksættes. B 50 3D B 3D 5A 5B 5C Der skal udarbejdes godkendte Welding Procedure Specifications (WPS) for alle svejsninger, før svejsning iværksættes. Omfanget af procedureprøver skal aftales med svejseinspektør og procedureprøverne skal godkendes af samme, inden noget svejsearbejde på nogen konstruktionsdel må iværksættes. Svejsninger og svejseforberedelser (skærpning) skal godkendes af svejseinspektør, før svejsning iværksættes. A-A A Pos. 3 (Pos. kontra) 3C 3B 8,9 80 70 Pos. 5 5,6 Svejseinspektør skal være godkendt efter gældende regler og standarder, således at vedkommende er kvalificeret til at godkende arbejder efter DS/EN 090-. Det anvendte stål skal svare til S355 J og skal enten være:. Stål med 3. certifikat.. Stål som er passende dokumenteret ved måling af flydespænding, brudforlængelse og slagsejhed. Brudforlængelse skal være minimum 0 % og slagsejheden skal dokumenteres ved - 0 graders celcius. Se note *) *) Note: Klassificeret plademateriale er relativt tilgængeligt på markedet, men profiler er ikke særlig tilgængelige. Det vil ofte være nødvendigt at udføre særskilt prøvning. 3B Svejsegeometri: Hvis ikke andet er anført på tegningerne gælder følgende: Kantsømme: A-mål = 0.5 af mindste pladetykkelse. K-sømme og X-sømme: fuldt gennembrændte. Hvor svejsning udføres med fuld gennembrænding fuges og efterløbes. B Tvivlsspørgsmål afklares med svejseinspektør, så vidt muligt før arbejdet iværksættes. Det færdige arbejde skal besigtiges af FMT før maling og sandblæsning. 8A Vægt Stål vægt i alt: 580 kg. 8B 90 90 75,6 77,5 9,5 9C 9D 5 9A 9B 63 300 300 9 A B A 50 C 3C 95 7,5 77,5 05 3F 3E 3A 3F 3D 3I Reference tegninger: 300.009.0 General Arrangement 300.03.0 Løftevugger - Specifikation 300.086.0 Løftevugge - For 300.086.03 Løftevugge - Træklodser 300.086.0 Løftevugger - Fjedersystem 300.086. Strength calculation - Lifting Cradles - HOLM-Kl 300.007.0 Løftevugger - Surringsarrangement 300.007.0 Løftevugger - Surringsarrangement - Bjælker & Kølbokse Pos. 8 :0 Pos. 9 :0 Pos. :0 Pos. :0 3E A 05.07.03 JWE General opdatering grundet øget vægt CFA 05.07.03 Rev. Date Init. Description of modifications Approv. by Date 3C 3H 0,9 68,59, 3H Naval Architects & Marine Engineers Aarhus Balticagade 5 nd floor 8000 Aarhus C - DENMARK phone +5 867 8099 mail@osk-shiptech.com Copenhagen Fruebjergvej 3 - PO Box 6 00 Copenhagen Oe - DENMARK phone +5 576 0 OSK-Ship 3G Pos. 3 (Pos. kontra) 3G HOLM Klassen - Løftevugger Løftevugge - Agter Samlingstegning - Delsamlinger Sign: ISO: Id.no.: JWE Check: CFA Scale: :5 Sheet: /3 Date: 0.06.03 300.086.0 Rev.: A Tech A/S Inventor CAD-drawing - not to be modified by hand! All measurements in mm unless otherwise stated. This Document is the property of OSK-ShipTech A/S and may not be altered or passed on to third parties without written consent from OSK-ShipTech A/S

3 50 70 00 30 57 7,5 50 50 50 50 00 500 68 9,5 98 300 00 50 55 00 00 70 90 60 37,5 90 376,3 50 5 5 85 30 50 95 70 50,8 36,7 865,7 90,9 83,9 5,9 0, 30 50 78, 5 50 75 75 00 5 3 30 7,5 79, 00 7,5 70 70 00 60 00 70 Det. 6 Det. 7 3, 30 95,5 Pos. 3G (Pos. G ens) :0 30 05,8 Pos. 9B :0 8 8 8 8 8 79 Pos. 3B- (Pos. B- Kontra) R8 6 8, 8 Pos. A (Pos. B - Kontra) Pos. 5A Pos. 9C :0 8 3065,5 Det. Det. 30 Pos. 3B- (Pos. B- Ens) :0,6 8,8 30 80 7, R5 7,5 8 8 8 8 8 Det. 3,5 Pos. 3B-3 (Pos. B-3 Ens) :0 30 Pos. 5B :0 R00 00 30 Pos. 9D :0 Pos. A Pos. B Pos. C :0 Det. 5 Det. Det. 3 0 700 9 R00 Pos. C :0 Pos. 3B- (Pos. B- Ens) :0 Pos. 5C :0 70,9 88, 0 Det. 75 Det. M6 00 R00 00 0 Det. R5 9 Det. 5 Pos. 0 :0 R5 7 865,7 Det. Det. 58,5 750 Pos. D Pos. E Pos. F :0 77 8,8 376,8 Pos. 3C (Pos. C Kontra) 508,8 600 x 00 07,5 Pos. 6 Pos. 7 0,5 0,5 9 8 Det. R50 Pos. A :0 R00 Det. 95,5 95,5 Det. 9 79 95,5 95,5 60 5 0 R8 R00 Det. 6 Det. 7 R95 Pos. B :0 Pos. 8A :0 Det. 95,5 Pos. 3D- (Pos. D- Ens) R8 Det. Det. R95 30 R50 30 75,6 750 36,8 R00 5 Pos. 3D- (Pos. D- Ens) 50 95,5 00 Pos. A :0 R8 07 Pos. 8B :0 8,8 5,8 Pos. 3A (Pos. A Kontra) R57 00 Pos. D :0 79 95 90,8 3 Pos. 3E (Pos. E Ens) :0 0,7 Det. Det. 6 Det. 7 37, 300 50 R30 Pos. 9A :0 Pos. B :0 R57 57 3 300 Pos. 3F (Pos. F Ens) :0 Pos. A B C D A B C D E F 3 3A 3B 3B- 3B- 3B-3 3B- 3C 3D 3D- 3D- 3E 3F 3G A B B- B- B-3 B- C D D- D- E F G 5 5A 5B 5C 6 7 8 8A 8B 9 9A 9B 9C 9D 0 A B A B C 3 3A 3B 3C 3D 3E 3F 3G 3H 3I A B C D E F G H I 5 6 Stk. 8 + + + + + 6+6 3 + + + + + 3+ 5 5 Beskrivelse Bundramme - Vandret Tværskibs bjælke Langskibs bjælke Indskud Øjeplade Topramme - Skrå Tværskibs bjælke Tværskibs bjælke Tværskibs indskud Langskibs indskud Langskibs indskud Indskud Topramme - Lodret (bagbord) Lodret bjælke Lodret bjælke Lodret bjælke Endeplade Drejebeslag Drejebeslag Lodret bjælke Langsskibs indskud Langsskibs indskud Langsskibs indskud Lodret indskud Øjeplade Indskud til Wire Topramme - Lodret (styrbord) Lodret bjælke Lodret bjælke Lodret bjælke Endeplade Drejebeslag Drejebeslag Lodret bjælke Langsskibs indskud Langsskibs indskud Langsskibs indskud Lodret indskud Øjeplade Indskud til Wire Bjælke - Lodret Lodret bjælke Endeplade Drejebeslag Bjælke - Lodret Indskud - Lodret tværskibs Knæ - Tværskibs Knæ - Tværskibs Lodret indskud Knæ - Tværskibs Knæ - Tværskibs Endeplade Flange Endeplade - Tryklag Indskud - Lodret langskibs Stropstyr - Langsskibs Stropstyr - Rør Stropstyr - Ledeplade Box - Vandret (til træklods) Box - Plade Box - Profil Box - Profil Box - Skrå (til træklods) - Styrbord Box - Bundplade Box - Topplade Box - Sideplader Box - Indskud Box - Indskud Box - Profil Box - Profil Box - Profil Box - Indskud Box - Skrå (til træklods) - Bagbord Box - Bundplade Box - Topplade Box - Sideplader Box - Indskud Box - Indskud Box - Profil Box - Profil Box - Profil Box - Indskud Drejeakse Låsebeslag til drejeakse STYKLISTE Materiale HEB 00 HEB 00 5.0 mm 0.0 mm HEB 00 HEB 00 9.0 mm 5.0 mm 5.0 mm 5.0 mm HEB 00 HEB 00 0.0 mm 0.0 mm 0.0 mm HEB 00 5.0 mm 5.0 mm 0.0 mm 0.0 mm 0.0 mm HEB 00 HEB 00 0.0 mm 0.0 mm 0.0 mm HEB 00 5.0 mm 5.0 mm 0.0 mm 0.0 mm 0.0 mm HEB 00 0.0 mm 0.0 mm HEB 00 0.0 mm 0.0 mm 5.0 mm 5.0 mm 5.0 mm 0.0 mm 5.0 mm Gummi 5.0 mm Ø 90 x 5.0 5.0 mm 5.0 mm 50 x 0 Fladjern 50 x 0 Fladjern 0.0 mm 0.0 mm 5.0 mm 0.0 mm 5.0 mm 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern 0.0 mm 0.0 mm 0.0 mm 5.0 mm 0.0 mm 5.0 mm 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern 0.0 mm Ø 00 5.0 mm Rev. Kommentarer stk. bruges på Pos. 3 & stk. bruges på Pos. 3 & 00 60 x 30 60 x 30 00 55 55 30 336,3 Pos. C :0 35 Pos. 3A (Pos. A ens) 55 Pos. 3B (Pos. B ens) 50 Pos. 3C (Pos. C ens) 00 Pos. 3D (Pos. D ens) R00 9,5 9,5 70 Pos. 3E (Pos. E ens) Pos. 3F (Pos. F ens) :0 300 Pos. 3G (Pos. G ens) :0 Reference tegninger: 300.009.0 General Arrangement 300.03.0 Løftevugger - Specifikation 300.086.0 Løftevugge - Agter, side & 300.086.0 Løftevugge - For 300.086.03 Løftevugge - Træklodser 300.086.0 Løftevugger - Fjedersystem 300.086. Strength calculation - Lifting Cradles - HOLM-Kl 300.007.0 Løftevugger - Surringsarrangement 300.007.0 Løftevugger - Surringsarrangement - Bjælker & Kølbokse 00 Pos. 3I (Pos. I ens) 8,,5 Pos. 3H (Pos. H ens) :0 5 5 5 7 7 Pos. 5 :0 5 8 R36 38,5 38,5 7 Pos. 6 :5 0 0 0 0 55 Det. Det. Det. 3 Det. Det. 5 Det. 6 Det. 7 5 0 30 0 A 05.07.03 JWE General opdatering grundet øget vægt CFA 05.07.03 Rev. Date Init. Description of modifications Approv. by Date Naval Architects & Marine Engineers Aarhus Balticagade 5 nd floor 8000 Aarhus C - DENMARK phone +5 867 8099 mail@osk-shiptech.com HOLM Klassen - Løftevugger Løftevugge - Agter Detaljer Sign: ISO: Id.no.: Sheet: Copenhagen Fruebjergvej 3 - PO Box 6 00 Copenhagen Oe - DENMARK phone +5 576 0 JWE Check: CFA Scale: :5 3/3 Date: 0.06.03 300.086.0 Rev.: A OSK-Ship Tech A/S Inventor CAD-drawing - not to be modified by hand! All measurements in mm unless otherwise stated. This Document is the property of OSK-ShipTech A/S and may not be altered or passed on to third parties without written consent from OSK-ShipTech A/S

85 85 809,3 00 075, 365, 850, 30,0 6 6 5 5 6 6 0 B C D 8 Detalje 0 Pos. 3 5 6 7 8 9 0 3 5 6 7 8 9 0 3 Stk. + 3+ 8 0 5 Beskrivelse Bundramme - Vandret TopRamme - Skrå Topramme - Lodret (bagbord) Topramme - Lodret (styrbord) Bjælke - Lodret Bjælke - Lodret Indskud - Lodret tværskibs Knæ - Tværskibs Knæ - Tværskibs Indskud - Lodret langskibs Stropstyr - Langsskibs Box - Vandret (til træklods) Box - Skrå (til træklods) - Styrbord Box - Skrå (til træklods) - Bagbord Drejeakse Låsebeslag til drejeakse Bolt - M6 x 5mm Bolt - M6 x 55mm Bolt - M6 x 60mm Skiver - M6 Møtrik - M6 Fjedersystem D-Ring for surring til dæk STYKLISTE Rev. Kommentarer stk. bruges på Pos. 3 & stk. bruges på Pos. 3 & Se tegning 300.086.0 RUD - Type nr. VLBS-0 (0 tons WLL) B-B C-C D-D B C A-A D 796, 3 Tyngdepunkt for beregning (Oplyst af FMT) LCG:.9 m foran for AP TCG: 0.00 m fra CL VCG: 3.50 m over BL Vægt: 5 t Accelerationer: Langskibs: +/- 9.8 m/s.0 g Tværskibs: +/- 9.8 m/s.0 g Vertikalt: +/- 5.60 m/s 0.6 g Samme acceleration langskibs/tværskibs, for at vugger kan stilles tværskibs og langskibs på Heavy Lift skib. FMT - svejse og kvalitets specifikation: Konstruktionen udføres i overensstemmelse med DS/EN 090 -, udførelsesklasse EXC3. Konstruktionen skal udføres af certificerede svejsere. Certificeringen skal dokumenteres før arbejdet iværksættes. Der skal udarbejdes godkendte Welding Procedure Specifications (WPS) for alle svejsninger, før svejsning iværksættes. Omfanget af procedureprøver skal aftales med svejseinspektør og procedureprøverne skal godkendes af samme, inden noget svejsearbejde på nogen konstruktionsdel må iværksættes. Svejsninger og svejseforberedelser (skærpning) skal godkendes af svejseinspektør, før svejsning iværksættes. Svejseinspektør skal være godkendt efter gældende regler og standarder, således at vedkommende er kvalificeret til at godkende arbejder efter DS/EN 090-. 3 Det anvendte stål skal svare til S355 J og skal enten være:. Stål med 3. certifikat.. Stål som er passende dokumenteret ved måling af flydespænding, brudforlængelse og slagsejhed. Brudforlængelse skal være minimum 0 % og slagsejheden skal dokumenteres ved - 0 graders celcius. Se note *) 5 5 9 3 3 9 *) Note: Klassificeret plademateriale er relativt tilgængeligt på markedet, men profiler er ikke særlig tilgængelige. Det vil ofte være nødvendigt at udføre særskilt prøvning. Svejsegeometri: Hvis ikke andet er anført på tegningerne gælder følgende: Kantsømme: A-mål = 0.5 af mindste pladetykkelse. K-sømme og X-sømme: fuldt gennembrændte. Hvor svejsning udføres med fuld gennembrænding fuges og efterløbes. Tvivlsspørgsmål afklares med svejseinspektør, så vidt muligt før arbejdet iværksættes. 5 7 6 8 6 7 5 Det færdige arbejde skal besigtiges af FMT før maling og sandblæsning. Vægt Stål vægt i alt: 600 kg. 6 50 Set mod bagbord 50 3, 3, 57,8 57,8 3, 3, 6900 Set mod for 50 Reference tegninger: 300.009.0 General Arrangement 300.03.0 Løftevugger - Specifikation 300.086.0 Løftevugge - Agter 300.086.03 Løftevugge - Træklodser 300.086.0 Løftevugger - Fjedersystem 300.086. Strength calculation - Lifting Cradles - HOLM-Kl 300.007.0 Løftevugger - Surringsarrangement 300.007.0 Løftevugger - Surringsarrangement - Bjælker & Kølbokse 5 A 05.07.03 JWE General opdatering grundet øget vægt CFA 05.07.03 Rev. Date Init. Description of modifications Approv. by Date M6 Bolt (5mm), skive A A Naval Architects & Marine Engineers Aarhus Balticagade 5 nd floor 8000 Aarhus C - DENMARK phone +5 867 8099 mail@osk-shiptech.com Copenhagen Fruebjergvej 3 - PO Box 6 00 Copenhagen Oe - DENMARK phone +5 576 0 OSK-Ship Detalje BB Set oppefra SB HOLM Klassen - Løftevugger Løftevugge - For Samlingstegning Sign: ISO: Id.no.: JWE Check: CFA Scale: :5 Sheet: /3 Date: 0.06.03 300.086.0 Rev.: A Tech A/S Inventor CAD-drawing - not to be modified by hand! All measurements in mm unless otherwise stated. This Document is the property of OSK-ShipTech A/S and may not be altered or passed on to third parties without written consent from OSK-ShipTech A/S

0 07,5 835 050 07,5 95 5 5 5 0 70 0 50 90 5 5 5 65, 90 50 90 05 5 5 D Fuld gemmenbrænding A D 5 69,6 850 7,5 C Pos. 3 5 8 9 3 Stk. + 3+ Beskrivelse Bundramme - Vandret TopRamme - Skrå Topramme - Lodret (bagbord) Topramme - Lodret (styrbord) Bjælke - Lodret Knæ - Tværskibs Knæ - Tværskibs Stropstyr - Langsskibs Box - Vandret (til træklods) Box - Skrå (til træklods) - Styrbord Box - Skrå (til træklods) - Bagbord STYKLISTE Rev. Kommentarer stk. bruges på Pos. 3 & stk. bruges på Pos. 3 & C F B C Fuld gemmenbrænding E D D B C 537, 650 A C 50 00 3, 00, 55,6, 00 3, 00 6900 Pos. F 885,5 Pos. 3A-3 3A-3 5 3500 3A- M6 Bolt (60mm), skive, møtrik 3A- Pos. 3A Pos. A kontra B-B 3A 3E 3B&3C 3B-5 8,5 50 3D 3F 3B A 3D 9 30 05 8,9 56 03,3 3B- Pos. 3B Pos. 3C kontra (Pos. B kontra - Pos C ens) 5 5 3B- 70 3B-3 3B- Tyngdepunkt for beregning (Oplyst af FMT) LCG:.9 m foran for AP TCG: 0.00 m fra CL VCG: 3.50 m over BL Vægt: 5 t Accelerationer: Langskibs: +/- 9.8 m/s.0 g Tværskibs: +/- 9.8 m/s.0 g Vertikalt: +/- 5.60 m/s 0.6 g Samme acceleration langskibs/tværskibs, for at vugger kan stilles tværskibs og langskibs på Heavy Lift skib. B B 3D- FMT - svejse og kvalitets specifikation: Konstruktionen udføres i overensstemmelse med DS/EN 090 -, udførelsesklasse EXC3. Konstruktionen skal udføres af certificerede svejsere. Certificeringen skal dokumenteres før arbejdet iværksættes. 35 Der skal udarbejdes godkendte Welding Procedure Specifications (WPS) for alle svejsninger, før svejsning iværksættes. A-A Pos. 3 (Pos. kontra) A 3C 3D- 750 Omfanget af procedureprøver skal aftales med svejseinspektør og procedureprøverne skal godkendes af samme, inden noget svejsearbejde på nogen konstruktionsdel må iværksættes. Svejsninger og svejseforberedelser (skærpning) skal godkendes af svejseinspektør, før svejsning iværksættes. Svejseinspektør skal være godkendt efter gældende regler og standarder, således at vedkommende er kvalificeret til at godkende arbejder efter DS/EN 090-. 8A Pos. 3D (Pos. D ens) Det anvendte stål skal svare til S355 J og skal enten være:. Stål med 3. certifikat.. Stål som er passende dokumenteret ved måling af flydespænding, brudforlængelse og slagsejhed. Brudforlængelse skal være minimum 0 % og slagsejheden skal dokumenteres ved - 0 graders celcius. Se note *) *) Note: Klassificeret plademateriale er relativt tilgængeligt på markedet, men profiler er ikke særlig tilgængelige. Det vil ofte være nødvendigt at udføre særskilt prøvning. 5A 5B 5C 8B 3H 3N 3I 3L 3H Svejsegeometri: Hvis ikke andet er anført på tegningerne gælder følgende: Kantsømme: A-mål = 0.5 af mindste pladetykkelse. K-sømme og X-sømme: fuldt gennembrændte. Hvor svejsning udføres med fuld gennembrænding fuges og efterløbes. 8,9 80 70 5,6 90 90 Pos. 5 Pos. 8 :0 B 693, B 3C 3F 3O 3J 3A 3K 3H 3M 3E 33 0 0 3B Tvivlsspørgsmål afklares med svejseinspektør, så vidt muligt før arbejdet iværksættes. Det færdige arbejde skal besigtiges af FMT før maling og sandblæsning. Vægt Stål vægt i alt: 600 kg. Reference tegninger: 300.009.0 General Arrangement 300.03.0 Løftevugger - Specifikation 300.086.0 Løftevugge - Agter 300.086.03 Løftevugge - Træklodser 300.086.0 Løftevugger - Fjedersystem 300.086. Strength calculation - Lifting Cradles - HOLM-Kl 300.007.0 Løftevugger - Surringsarrangement 300.007.0 Løftevugger - Surringsarrangement - Bjælker & Kølbokse 77,5 9,5 9C 9D Pos. 9 :0 5 9A 9B 63 300 300 9 A Pos. :0 B A 50 Pos. :0 C B 3D 3F 3G 95 7,5 77,5 05 Pos. 3 (Pos. kontra) 0 70 B-B 0 A 05.07.03 JWE General opdatering grundet øget vægt CFA 05.07.03 Rev. Date Init. Description of modifications Approv. by Date Naval Architects & Marine Engineers Aarhus Balticagade 5 nd floor 8000 Aarhus C - DENMARK phone +5 867 8099 mail@osk-shiptech.com HOLM Klassen - Løftevugger Løftevugge - For Samlingstegning - Delsamlinger Sign: ISO: Id.no.: Sheet: Copenhagen Fruebjergvej 3 - PO Box 6 00 Copenhagen Oe - DENMARK phone +5 576 0 JWE Check: CFA Scale: :5 /3 Date: 0.06.03 300.086.0 Rev.: A OSK-Ship Tech A/S Inventor CAD-drawing - not to be modified by hand! All measurements in mm unless otherwise stated. This Document is the property of OSK-ShipTech A/S and may not be altered or passed on to third parties without written consent from OSK-ShipTech A/S

3 50 50 50 70 00 30 50 50 353, 50 50 50 50 3, 95, 76,39 58, 337,3 50,6 769,7 97, 88 7,5 36,5 90 50 9,7 360 50 9 050 9 997, 00 9, 9 0, 83, 5 5 95 53, 96,7 88,6 00 00 70 55 60 697, 6, 99,8 66 5 30 50 78, 5 50 75 00 5 60 30 50 0 30,6 75 60 5 30 5 59,7 00 7,5 70 60 85 70 0 00 60 70 5 7,5 00 70 60 60, 80 Pos. C :0 30 Pos. 3B- (Pos. B- Ens) :0 Det. 5 79 97 R5 Pos. 3B-3 (Pos. B-3 Ens) :0 Pos. D Pos. E Pos. F :0 Pos. 3B- (Pos. B- Ens) :0 600 x 00 Pos. 6 Pos. 7 9 Pos. 0 :0 Pos. 3C (Pos. C kontra) Det. Det. R5 58,5 R00 00 0,5 0,5 50 Det. 5 0 750 R00 0 Det. 75 Det. M6 00 R50 65,6 Det. 3, 50 Det. 5 Pos. 3D (Pos. D kontra) 9 Pos. A :0 R00 95,5 95,5 9 6900 9 Pos. A Pos. B Pos. C :0 60 R8 Pos. 3B+C-5 (Pos. B+C-5 ens) Pos. 3E (Pos. E ens) Pos. 8A :0 95,5 Pos. B :0 R8 Pos. 3D- (Pos. D- Ens) Pos. 3F (Pos. F ens) Pos. 8B :0 Pos. A :0 Pos. 3G (Pos. G ens) Pos. 3A- (Pos. A- Kontra) Pos. 3D- (Pos. D- Ens) Det. 95,5 95,5 Pos. 3H (Pos. H ens) :0 Pos. 3E (Pos. E Ens) :0 Pos. B :0 Det. Pos. 9A :0 95,5 R8 Pos. 3I (Pos. I ens) :0 Pos. 3A- (Pos. A- ens) 750 00 630 30 300 5 5 57,5 R00 Det. 30 7,7 30 693, 36,7 0 Det. R95 R00 R95 R50 835 835 Det. 677, 50 3, R30 55,7 300 50 Pos. 3F (Pos. F Ens) 30 Pos. C :0 R57 00 Pos. D :0 3 Det. Pos. 3A-3 (Pos. A-3 ens) 30 Pos. 9B :0 9,5 9,5 6,6 70 77,3 Pos. 3J (Pos. J ens) :0,6 8,8 80 Pos. 5A Pos. 3A (Pos. A ens) 30 Pos. 9C :0 Pos. A (Pos. B - Kontra) Pos. 3B- Pos. 3C- Kontra (Pos. B- kontra - Pos. C- ens) Det. 30 Pos. 5B :0 Pos. 3K (Pos. K ens) :0 30 80 Pos. 9D :0 Pos. 3B (Pos. B kontra) R00 00 0 Pos. 5C :0 Pos. 3L (Pos. L ens) :0 Det. Det. Pos. A B C D A B C D E F 3 3A 3A- 3A- 3A-3 3B+C 3B+C- 3B+C- 3B+C-3 3B+C- 3B+C-5 3D 3D- 3D- 3E A A- A- A-3 B+C B+C- B+C- B+C-3 B+C- B+C-5 D D- D- E 5 5A 5B 5C 6 7 8 8A 8B 9 9A 9B 9C 9D 0 A B A B C 3 3A 3B 3C 3D 3E 3F 3G 3H 3I 3J 3K 3L 3M 3N 3O A B C D E F G H I J K L M N O 5 6 Stk. 8 + + + + + 6+6 + + + + + + 3 + + + + + + + + + + + 3+ 5 5 3 3 Beskrivelse Bundramme - Vandret Tværskibs bjælke Langskibs bjælke Indskud Øjeplade TopRamme - Skrå Tværskibs bjælke Tværskibs bjælke Tværskibs indskud Langskibs indskud Langskibs indskud Indskud Topramme - Lodret (bagbord) Lodret bjælke Lodret bjælke Samlebeslag Indskud til wire Lodret bjælke Lodret bjælke Endeplade Drejebeslag Drejebeslag Samlebeslag Langsskibs Indskud Langsskibs Indskud Langsskibs Indskud Lodret indskud Topramme - Lodret (styrbord) Lodret bjælke Lodret bjælke Samlebeslag Indskud til wire Lodret bjælke Lodret bjælke Endeplade Drejebeslag Drejebeslag Samlebeslag Langsskibs Indskud Langsskibs Indskud Langsskibs Indskud Lodret indskud Bjælke - Lodret Lodret bjælke Endeplade Drejebeslag Bjælke - Lodret Indskud - Lodret tværskibs Knæ - Tværskibs Knæ - Tværskibs Lodret indskud Knæ - Tværskibs Knæ - Tværskibs Endeplade Flange Endeplade - Tryklag Indskud - Lodret langskibs Stropstyr - Langsskibs Stropstyr - Rør Stropstyr - Ledeplade Box - Vandret (til træklods) Box - Plade Box - Profil Box - Profil Box - Skrå (til træklods) - Styrbord Box - Bundplade Box - Topplade Box - Sideplade Box - Sideplade Box - Indskud Box - Indskud Box - Indskud Box - Profil Box - Profil Box - Profil Box - Profil Box - Profil Box - Profil Box - Profil Box - Profil Box - Skrå (til træklods) - Bagbord Box - Bundplade Box - Topplade Box - Sideplade Box - Sideplade Box - Indskud Box - Indskud Box - Indskud Box - Profil Box - Profil Box - Profil Box - Profil Box - Profil Box - Profil Box - Profil Box - Profil Drejeakse Låsebeslag til drejeakse STYKLISTE Materiale HEB 00 HEB 00 5.0 mm 0.0 mm HEB 00 HEB 00 9.0 mm 5.0 mm 5.0 mm 5.0 mm HEB 00 5.0 mm 0.0 mm HEB 00 0.0 mm 0.0 mm 0.0 mm 5.0 mm 5.0 mm 5.0 mm 0.0 mm HEB 00 5.0 mm 0.0 mm HEB 00 0.0 mm 0.0 mm 0.0 mm 5.0 mm 5.0 mm 5.0 mm 0.0 mm HEB 00 0.0 mm 0.0 mm HEB 00 0.0 mm 0.0 mm 5.0 mm 5.0 mm 5.0 mm 0.0 mm 5.0 mm Gummi 5.0 mm Ø 90 x 5.0 5.0 mm 5.0 mm 50 x 0 Fladjern 50 x 0 Fladjern 0.0 mm 0.0 mm 5.0 mm 5.0 mm 0.0 mm 0.0 mm 5.0 mm 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern 0.0 mm 0.0 mm 5.0 mm 5.0 mm 0.0 mm 0.0 mm 5.0 mm 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern 50 x 0 Fladjern Ø 00 5.0 mm Rev. Kommentarer stk. bruges på Pos. 3 & stk. bruges på Pos. 3 & Pos. 3M (Pos. M ens) :0 Pos. 3N (Pos. N ens) :0 3 Pos. 3O (Pos. O ens) :0 5 5 5 7 7 Pos. 5 :0 5 8 R36 R00 835 5 373, 8,6 8,5 Det. 6 Det. 7 8,6 5 30 R57 57 57,5 3 Det. 6 8 95,5 R8 00,8 56,5 Det. 6 Det. 7 50 8,5 7,5 8,6 00 9 9 9 9 9 8,9 07 56 03,3 56, 73, 30 R50 79, R5 65,7 30,5 R50 5,6 55,9 85,8 3,7 Det. 5 Det. Det. 3 Reference tegninger: 300.009.0 General Arrangement, 300.03.0 Løftevugger - Specifikation 300.086.0 Løftevugge - Agter, 300.086.0 Løftevugge - For, side & 300.086.03 Løftevugge - Træklodser, 300.086.0 Løftevugger - Fjedersystem 300.086. Strength calculation - Lifting Cradles - HOLM-Kl, 300.007.0 Løftevugger - Surringsarrangement 300.007.0 Løftevugger - Surringsarrangement - Bjælker & Kølbokse 6 535,5 38,5 38,5 7 Pos. 6 :5 0 0 0 0 50 Det. Det. Det. 3 Det. Det. 5 Det. 6 Det. 7 0 5 5 35 A 05.07.03 JWE General opdatering grundet øget vægt CFA 05.07.03 Rev. Date Init. Description of modifications Approv. by Date Naval Architects & Marine Engineers Aarhus Balticagade 5 nd floor 8000 Aarhus C - DENMARK phone +5 867 8099 mail@osk-shiptech.com HOLM Klassen - Løftevugger Løftevugge - For Detaljer Sign: ISO: Id.no.: Sheet: Copenhagen Fruebjergvej 3 - PO Box 6 00 Copenhagen Oe - DENMARK phone +5 576 0 JWE Check: CFA Scale: :5 3/3 Date: 0.06.03 300.086.0 Rev.: A OSK-Ship Tech A/S Inventor CAD-drawing - not to be modified by hand! All measurements in mm unless otherwise stated. This Document is the property of OSK-ShipTech A/S and may not be altered or passed on to third parties without written consent from OSK-ShipTech A/S

Fjeder Data Vugge d (mm) k (kg/mm) Forbelastet (kg) Normal last (kg) Max Udstrækning (kg) For 3, 70 63 357 Agter 3, 70 63 357 Vantskrue M - Fyns Kran Udstyr Varenr.: 6000-M 0 0 75 M Møtrik m. skive Låses i forbelastet position Detalje Skala : Detalje Skala : 50 d 30 30 7 78 Fuld Gennembr. (Se det. ) 0 0 Tyngdepunkt for beregning (Oplyst af FMT) LCG:.9 m foran for AP TCG: 0.00 m fra CL VCG: 3.50 m over BL Vægt: 5 t Accelerationer: Langskibs: +/- 9.8 m/s.0 g Tværskibs: +/- 9.8 m/s.0 g Vertikalt: +/- 5.60 m/s 0.6 g M Møtrik med skive Samme acceleration langskibs/tværskibs, for at vugger kan stilles tværskibs og langskibs på Heavy Lift skib. M0 Bolt Kval. 8.8 FMT - svejse og kvalitets specifikation: Konstruktionen udføres i overensstemmelse med DS/EN 090 -, udførelsesklasse EXC3. Konstruktionen skal udføres af certificerede svejsere. Certificeringen skal dokumenteres før arbejdet iværksættes. Fri Længde Forbelastet Normal Belastet Max Udstrækning Der skal udarbejdes godkendte Welding Procedure Specifications (WPS) for alle svejsninger, før svejsning iværksættes. Omfanget af procedureprøver skal aftales med svejseinspektør og procedureprøverne skal godkendes af samme, inden noget svejsearbejde på nogen konstruktionsdel må iværksættes. Svejsninger og svejseforberedelser (skærpning) skal godkendes af svejseinspektør, før svejsning iværksættes. Ø0 Ø6 Ø88 Ø6 Svejseinspektør skal være godkendt efter gældende regler og standarder, således at vedkommende er kvalificeret til at godkende arbejder efter DS/EN 090-. 5 Det anvendte stål skal svare til S355 J og skal enten være:. Stål med 3. certifikat.. Stål som er passende dokumenteret ved måling af flydespænding, brudforlængelse og slagsejhed. Brudforlængelse skal være minimum 0 % og slagsejheden skal dokumenteres ved - 0 graders celcius. Se note *) Inspektions sprække Top Plade Stempelplade *) Note: Klassificeret plademateriale er relativt tilgængeligt på markedet, men profiler er ikke særlig tilgængelige. Det vil ofte være nødvendigt at udføre særskilt prøvning. 6 307 Forspændings markering Svejsegeometri: Hvis ikke andet er anført på tegningerne gælder følgende: Kantsømme: A-mål = 0.5 af mindste pladetykkelse. K-sømme og X-sømme: fuldt gennembrændte. Hvor svejsning udføres med fuld gennembrænding fuges og efterløbes. 550 Fuld Gennembr. (Se det. ) Ø80 Ø8 Tvivlsspørgsmål afklares med svejseinspektør, så vidt muligt før arbejdet iværksættes. Det færdige arbejde skal besigtiges af FMT før maling og sandblæsning. M Gevindstang 30 Ø Ø00 5 30 Cylinder Præc. Rør DIN 393 00/5,0 mm. 9 Fuld Gennembr. (Se det. ) Ø88.9 (DIN 0) 30 Ø0 Bundprop Ø 60 80 Reference tegninger: 300.009.0 General Arrangement 300.03.0 Løftevugger - Specifikation 300.086.0 Løftevugge - Agter 300.086.0 Løftevugge - For 300.086.03 Løftevugge - Træklodser 300.086.0 Løftevugger - Fjedersystem 300.086. Strength calculation - Lifting Cradles - HOLM-Kl 300.037.0 Løftevugger - Positionering af vugger 300.007.0 Løftevugger - Surrings Arrangement 300.007.0 Løftevugger - Surrings Arrangement - Bjælker & Kølklodser A 05.07.03 JAK Generel opdateret grundet øget vægt KAF 05.07.03 Rev. Date Init. Description of modifications Approv. by Date Aarhus nd Balticagade 5 floor 8000 Aarhus C - DENMARK phone +5 867 8099 Copenhagen Bryggervangen 55.tv 00 Copenhagen Oe - DENMARK mail@osk-shiptech.com phone +5 576 0 HOLM Klassen - Løftevugger Fjeder System Sign: ISO: Id.no.: JAK Check: KAF Scale: :5 Sheet: / Date:.06.03 300.086.0 Rev. A CAD - drawing - Not to be modified by hand! All measurements in mm unless otherwise stated. This Document is the property of OSK-ShipTech A/S and may not be altered or passed on to third parties without written consent from OSK-ShipTech A/S

Appendix B 3D Model Results. Aft Cradle 300.066.0 Lifting and transport Cradles Page 5

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: / Sheet: STRUCTURE CONTENTS CONTENTS General Data 3.3 Cross sections - Internal Forces 7 Structure 3. Nodes - Support Forces 8. Nodes Graph. Deformations u, LC: Self-weight 8. Materials Graph. Members N, LC: Self-weight 9.3 Cross-sections STEEL 0.7 Members CA - General stress analysis of 0.8 Nodal Supports 3 steel members 0 Graph. Structure 3.. General Data 0 Graph. Structure.. Details 0 Loads 5.. Materials 0 Load Cases 5.3. Cross-Sections 0 LC 5 Results Graph. LC 5. Stresses by Cross-Section Graph. LC 6.3 Stresses by Member Results - Load Cases, Load Groups 7 Graph. STEEL - Members Sigma-eqv, CA 3.0 Results - Summary 7 GENERAL DATA COMPUTING METHOD Structural Analysis Linear Static Analysis Design Second-Order Analysis (Non-linear, Timoshenko) Dynamic Analysis Large Deformation Analysis (Non-linear, Newton-Raphson) Postcritical Analysis (Non-linear, Newton-Raphson) Load Cases Design Cases Load Groups Dynamic Cases Load Combinations Buckling Curves STRUCTURAL DATA PARAMETERS D Continuous Beam 38 Nodes 6 Elements D Construction Type Materials 0 Cables 3D Construction Type Sections 0 Tapered Elements Grid Element Hinges 0 Elastic Foundations 0 Element Partitions 0 Sets of Elements. NODES Node No. Reference Node Coordinate System Node coordinates X [mm] Y [mm] Z [mm] Comment - Cartesian 0-99 700 - Cartesian 75 0 0 3 - Cartesian -75 0 0 - Cartesian 75 900 0 5 - Cartesian -75 900 0 6 - Cartesian 0 99 700 8 - Cartesian 75 0 50 9 - Cartesian -75 0 50 0 - Cartesian 75 900 5 - Cartesian -75 900 5 - Cartesian 75-900 0 3 - Cartesian -75-900 0 6 - Cartesian 75 3350 0 7 - Cartesian -75 3350 0 8 - Cartesian 75-900 5 9 - Cartesian -75-900 5 0 - Cartesian 75-3350 0 - Cartesian -75-3350 0 - Cartesian 75 890 7 5 - Cartesian 75-890 7 6 - Cartesian -75 890 7 7 - Cartesian -75-890 7 8 - Cartesian -75 890 0 9 - Cartesian 75 890 0 30 - Cartesian -75-890 0 3 - Cartesian 75-890 0 3 - Cartesian -75 0 70 33 - Cartesian 75 0 70 - Cartesian -75 706 79 5 - Cartesian 75 706 79 6 - Cartesian -75-706 79 7 - Cartesian 75-706 79 9 - Cartesian 0-706 79 50 - Cartesian 0 706 79 5 - Cartesian 0 0 50 5 - Cartesian 0 900 0 55 - Cartesian 0-900 0 56 - Cartesian 0 0 700 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: / Sheet: STRUCTURE. MATERIALS Material No. Material Description E-Modulus E [kn/cm ] G-Modulus G [kn/cm ] Sp. Weight [kn/m 3 ] Coeff. Thermal [/ C] Saf. Factor M [-] Steel S 35 DIN 8800:990-000.00 800.00 78.50.000E-05.00.3 CROSS-SECTIONS Section No. Cross-section Description Mater. No. I T [cm ] A [cm ] I y [cm ] A y [cm ] I z [cm ] A z [cm ] HE-B 00 59.50 5700.00 000.00 78.0 50.07 5.37 Pipe 90/5/K 6.93 380.3 380.3 8.7.08.08 3 Dummy Rigid 0.00 IS 600/00/0/0/0 9.8 89.33 67.33 36.00 80.00 56.00.7 MEMBERS Member No. Member Node Start End Rotation Type [ ] / Plane Cross-section Start End Release No. Start End Ecc. No. Div. No. Length L [mm] Beam 33 Angle 90.00 - - - - 70 Z Beam 0 Angle 90.00 - - - - 5 Z 3 Beam 6 Angle 0.00 - - - - 50 Y Beam 3 3 Angle 90.00 - - - - 70 Z 5 Beam 6 Angle 0.00 - - - - 056 YZ 6 Beam 0 Angle 0.00 - - - - 056 YZ 7 Beam 6 Angle 80.00 - - - - 630 YZ 8 Beam 8 33 Angle 90.00 - - - - 70 Z 9 Beam 9 Angle 0.00 - - - - 890 Y 0 Beam 5 Angle 80.00 - - - - 630 YZ Beam 8 Angle 70.00 - - - - 5 Z Beam 0 Angle 0.00 - - - - 50 Y 3 Beam 9 7 Angle 0.00 - - - - 056 YZ Beam 8 5 Angle 0.00 - - - - 056 YZ 5 Beam 9 Angle 0.00 - - - - 00 Y 6 Beam 6 7 Angle 80.00 - - - - 630 YZ 7 Beam 5 Angle 90.00 - - - - 5 Z 8 Beam 5 7 Angle 0.00 - - - - 50 Y 9 Beam 3 Angle 0.00 - - - - 890 Y 0 Beam 7 5 Angle 80.00 - - - - 630 YZ Beam 3 Angle 0.00 - - - - 00 Y Beam 9 3 Angle 70.00 - - - - 5 Z 3 Beam 9 3 Angle 90.00 - - - - 70 Z Beam 3 8 Angle 0.00 - - - - 890 Y 5 Beam 3 Angle 0.00 - - - - 50 Y 6 Beam 30 3 Angle 0.00 - - - - 890 Y 7 Beam 9 6 Node 5 / x-y 3 3 - - - - 75 X 8 Beam 50 5 Node / x-y 3 3 - - - - 75 X 9 Compression 56 5 Angle 90.00 3 3 - - - - 60 Z 30 Beam 8 5 Angle 0.00 - - - - 00 Y 3 Beam 3 30 Angle 0.00 - - - - 00 Y 3 Beam 5 8 Angle 90.00 - - - - 75 X 33 Beam 5 Angle 0.00 - - - - 75 X 3 Beam 3 55 Angle 0.00 - - - - 75 X 35 Beam 8 Angle 0.00 - - - - 976 YZ 36 Beam 5 8 Angle 0.00 - - - - 976 YZ 37 Beam 9 6 Angle 0.00 - - - - 976 YZ 38 Beam 7 9 Angle 0.00 - - - - 976 YZ 39 Compression 9 Angle 90.00 3 3 - - - - 3075 YZ 0 Beam 6 8 Angle 90.00 - - - - 7 Z Beam 9 Angle 90.00 - - - - 7 Z Beam 30 7 Angle 70.00 - - - - 7 Z 3 Beam 3 5 Angle 70.00 - - - - 7 Z Compression 6 50 Angle 90.00 3 3 - - - - 3075 YZ 5 Beam 5 5 Angle 0.00 - - - - 75 X 6 Beam 56 Angle 0.00 3 3 - - - - 99 Y 7 Beam 55 Angle 0.00 - - - - 75 X 8 Beam 3 33 Angle 0.00 - - - - 950 X 9 Beam 56 6 Angle 0.00 3 3 - - - - 99 Y 65 Beam 0 Angle 50.0 - - - - 950 X 66 Beam 50 Node / x-y 3 3 - - - - 75 X 67 Beam 9 5 Angle 90.00 - - - - 75 X 68 Beam 8 9 Angle 50.0 - - - - 950 X 69 Beam 7 9 Node 5 / x-y 3 3 - - - - 75 X 70 Beam Angle 90.00 3 3 - - - - 506 YZ 7 Beam 6 5 Angle 90.00 3 3 - - - - 506 YZ 7 Beam 5 Angle 90.00 3 3 - - - - 506 YZ 73 Beam 7 3 Angle 90.00 3 3 - - - - 506 YZ 7 Beam 9 5 Angle 0.00 3 3 - - - - 07 YZ 75 Beam 5 50 Angle 0.00 3 3 - - - - 07 YZ 76 Beam 9 30 Angle 0.00 3 3 - - - - 77 YZ 77 Beam 3 8 Angle 0.00 3 3 - - - - 77 YZ 78 Beam 9 0 Angle 0.00 3 3 - - - - 77 YZ 79 Beam 8 Angle 0.00 3 3 - - - - 77 YZ RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 3/ Sheet: STRUCTURE.8 NODAL SUPPORTS Support No. Nodes No. Rotation [ ] Sequen. about X about Y about Z 3 56 XYZ 0.00 0.00 0.00 5,55 XYZ 0.00 0.00 0.00 Support Conditions u X' u Y' u Z' X' Y' Z' STRUCTURE Isometric Z Y X RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: / Sheet: GRAPHICS STRUCTURE Isometric Z Y X RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 5/ Sheet: LOADS LOAD CASES LC No. LC Description LC Factor Property of load case Self-weight Method of Analysis.0000 Variable - Linear LC. MEMBER LOADS LC No. Reference to On members No. On sets of m. No. Load Type Load Distribution Load Direction Reference Length Load Parameters Symbol Value Unit Members 8 Force x P Z True Length P 5.39 kn P 5.39 kn A 33.330 % B 33.330 % 7 Members 65,68 Force x P z True Length P -8.8 kn P -8.8 kn A 33.330 % B 33.330 % LC LC Isometric 8.800 8.800 Z 8.800 8.800 Y X 5.00 5.00 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 6/ Sheet: GRAPHICS LC LC In X-direction 8.800 8.800 Z Y X 5.00 000.00 [mm] RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 7/ Sheet: RESULTS 3.0 RESULTS - SUMMARY Description Value Unit Comment LC Sum of Loads in X 0.00 kn Sum of Support Reactions in X 0.00 kn Sum of Loads in Y 0.00 kn Sum of Support Reactions in Y 0.00 kn Sum of Loads in Z 869.0 kn Sum of Support Reactions in Z 869.0 kn Deviation 0.00% Max Displacement in X 0. mm Member No. 3, x: 707 mm Max Displacement in Y 0.6 mm Member No. 68, x: 75 mm Max Displacement in Z 0.6 mm Member No. 8, x: 75 mm Max Vectorial Displacement 0.8 mm Member No. 68, x: 75 mm Max rotation about X 0.3 mrad Member No. 5, x: 58 mm Max Rotation about Y 0.9 mrad Member No. 8, x: 808 mm Max Rotation about Z. mrad Member No. 68, x: 808 mm Method of Analysis Linear Linear Static Analysis Number of Iterations Summary Number of D Finite Elements (member elements) 6 Number of FE nodes 38 Number of Equations 8 Matrix Solver Method Direct Max Number of Iterations 00 Number of Load Increments Divisions of members for member results 0 Divisions of cable, foundation or tapered members 0 Activate shear rigidity (A-y, A-z) of members No Activate Failed Members Yes 3.3 CROSS SECTIONS - INTERNAL FORCES Member No. LC/LG Node No. Location x [mm] Shear Forces [kn] Moments [knm] N V y V z M T M y M z Section No. : HE-B 00 7 LC MAX N 0 38.3 8. -.9-0.03.8.39 LC MIN N 0-89.8-0.59.03-0.0-6.38-8.7 3 LC MAX V y 0 56.57.85-0.37-0.03.6 7.53 30 LC MIN V y 0 56.57 -.85 0.37 0.03-6.3 -.5 LC MAX V z 0-89.8-0.59.03-0.0-6.38-8.7 5 LC MIN V z 0-89.8-0.59 -.03-0.0 8.3-3.0 0 LC MAX M T 0 -.99 0.8-8.8 0.0 3.95 3.69 LC MIN M T 0 -.98-0.8 8.8-0.0-5.89-7.80 LC MAX M y 890 87.3-6.09 8.80 0.00 9.6 7.5 LC MIN M y 0 87.3-6.09 8.80 0.00-6.99 -.00 8 LC MAX M z 70-36.79-8.7 0.00 0.00 0.00 0.53 3 LC MIN M z 70-36.8 8.7 0.00 0.00 0.00-0.53 Section No. : Pipe 90/5/K 65 LC MAX N 0 3.3 0.00-8.8 0.00 3. -0. 8 LC MIN N 0-6.9 0.00-5. 0.00 3.8 0.00 8 LC MAX V y 0-6.9 0.00-5. 0.00 3.8 0.00 65 LC MIN V y 0 3.3 0.00-8.8 0.00 3. -0. 68 LC MAX V z 633 3.3 0.00 8.78 0.00-37.7-0. 65 LC MIN V z 0 3.3 0.00-8.8 0.00 3. -0. 8 LC MAX M T 0-6.9 0.00-5. 0.00 3.8 0.00 68 LC MIN M T 0 3.3 0.00-8.8 0.00 3. -0. 68 LC MAX M y 950 3.3 0.00 8.78 0.00 3. -0. 65 LC MIN M y 633 3.3 0.00-0.0 0.00-37.7-0. 8 LC MAX M z 950-6.9 0.00 5.38 0.00 3.8 0.00 65 LC MIN M z 0 3.3 0.00-8.8 0.00 3. -0. Section No. 3: Dummy Rigid 77 LC MAX N 0 8. 5.8-7.8 -.5.8 6.39 9 LC MIN N 0-369.57 0.00 0.00 0.00 0.00 0.00 69 LC MAX V y 0 9.35 3. 9.35.8 0.0 -.8 8 LC MIN V y 0 9.36-3.3-9.33 -.8 70.9-08.8 7 LC MAX V z 0-38.79 0.0 7.38 0.0-9.68 0.0 75 LC MIN V z 0-38.79 0.0-7.38 0.00 539. 0.0 76 LC MAX M T 0 8.3-5.8 7.8.5 9.3-3.9 79 LC MIN M T 0 8. 5.8-7.8 -.5.8 6.39 7 LC MAX M y 07-38.79 0.0 7.38 0.0 539. 0.0 75 LC MIN M y 07-38.79 0.0-7.38 0.00-9.68 0.00 77 LC MAX M z 0 8. 5.8-7.8 -.5.8 6.39 69 LC MIN M z 75 9.35 3. 9.35.8 70.95-08.8 Section No. : IS 600/00/0/0/0 67 LC MAX N 0 9.75 9.87 0.00 0.00 0.00 6. 0 LC MIN N 0-3. 9.35-9.35-0.0.8.8 67 LC MAX V y 0 9.75 9.87 0.00 0.00 0.00 6. 3 LC MIN V y 0 9.75-9.85 0.00 0.00 0.00-8.8 7 LC MAX V z 0-3.3 9.35 9.33-0.0-79. 3. 0 LC MIN V z 0-3. 9.35-9.35-0.0.8.8 6 LC MAX M T 0-3. -9.36-9.3 0.0.83 -.9 7 LC MIN M T 0-3.3 9.35 9.33-0.0-79. 3. 0 LC MAX M y 0-3. 9.35-9.35-0.0.8.8 0 LC MIN M y 630-3. 9.35-9.35-0.0-79.5-3. 67 LC MAX M z 0 9.75 9.87 0.00 0.00 0.00 6. 67 LC MIN M z 75 9.75 9.87 0.00 0.00 0.00-8.8 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 8/ Sheet: RESULTS 3. NODES - SUPPORT FORCES Node No. LC/LG Support forces [kn] Support moments [knm] P X' P Y' P Z' M X' M Y' M Z' 5 LC -0.0 0.00 0.00 0.0 0.0 0.00 55 LC 0.0 0.00 0.00-0.0 0.00 0.00 56 LC 0.00 0.00 869.0 0.00 0.00 0.00 Suppo LC 0.00 0.00 869.0 Loads 0.00 0.00 869.0 LC u DEFORMATIONS U, LC: SELF-WEIGHT Isometric 0.8 Z Y X Max u: 0.8, Min u: 0.0 [mm] Factor of deformations: 500.00 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 9/ Sheet: GRAPHICS LC N MEMBERS N, LC: SELF-WEIGHT -63.6-63.6 Isometric -57.67-57.67-369.57-89.8 9.36-89.5-38.79-3.3 9.36 9.35-38.79-5.55 8. -5.53-89.5-3. -.99-3. -.98-5.53 3.3 9.75 9.75-36.8 Z 56.57-36.79 -.98 7.59-5.5 8.3 -.99 87.3Y 7.59-5.55 8. X 87.3 38.3 8.3-5.55-9.0 56.57-9.0 56.57-9.39 87.3 56.57 87.35 Max N: 38.3, Min N: -369.57 [kn] RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 0/ Sheet: STEEL STEEL CA General stress analysis of steel members.. GENERAL DATA Members to design: Load cases to design: All LC.. DETAILS Allow local plastification: Calculate normal stresses with Alpha-pl: FACTORS FOR SIGMA-EQV Sigma.00 Tau 3.00 Simplified consideration of eccentric loading:.. MATERIALS Mat No Material Description Partial Factor M [-] Yield Strength f yk [N/mm ] Limit Stresses [N/mm ] Manually limit x limit limit eqv Steel S 35*.50 35.0 56.7 90.5 56.7.3. CROSS-SECTIONS Sec No Mat No Cross-Section Description I t [cm ] A [cm ] I y [cm ] I z [cm ] Alpha pl,y Alpha pl,z HE-B 00 59.50 5700.00 000.00 78.0.6.59 Pipe 90/5/K 6.93 380.3 380.3 8.7.376.376 3 0 Dummy Rigid 0.00 0.00 0.00 0.00.00.00 The section will not be designed because the characteristic stresses are invalid! IS 600/00/0/0/0 9.8 89.30 67.33 36.00.36.55 Comment RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: / Sheet: STEEL STEEL CA General stress analysis of steel members. STRESSES BY CROSS-SECTION Sec No Member No Loc x [mm] S-Point No Load Case Stress Type Stress [N/mm ] existing Limit Stress Ratio HE-B 00 3 70 LC Sigma Total -0. 56.7 0.77 5 0 3 LC Tau Total -9.3 90.5 0.0 3 70 6 LC Sigma-eqv 0. 56.7 0.77 Pipe 90/5/K 65 633 8 LC Sigma Total.5 56.7 0.7 68 0 LC Tau Total -5. 90.5 0.58 65 633 8 LC Sigma-eqv.5 56.7 0.7 IS 600/00/0/0/0 67 75 0 LC Sigma Total 09. 56.7 0.70 0 0 3 LC Tau Total -8. 90.5 0.3 67 75 0 LC Sigma-eqv 09. 56.7 0.70.3 STRESSES BY MEMBER Member No Loc x [mm] S-Point No Load Case Stress Type Stress [N/mm ] existing Limit Stress Ratio Cross-section No. - HE-B 00 0 0 LC Sigma Total 8.7 56.7 0. 0 3 LC Tau Total -3. 90.5 0.03 0 0 LC Sigma-eqv 8.7 56.7 0. Cross-section No. - HE-B 00 5 LC Sigma Total 60.6 56.7 0.39 0 3 LC Tau Total -3.6 90.5 0.0 5 LC Sigma-eqv 60.6 56.7 0.39 3 Cross-section No. - HE-B 00 0 LC Sigma Total 0.0 56.7 0.00 0 3 LC Tau Total 0.0 90.5 0.00 0 LC Sigma-eqv 0.0 56.7 0.00 Cross-section No. - HE-B 00 0 6 LC Sigma Total 8.7 56.7 0. 0 3 LC Tau Total 3. 90.5 0.03 0 6 LC Sigma-eqv 8.7 56.7 0. 5 Cross-section No. - HE-B 00 056 0 LC Sigma Total -76.3 56.7 0.9 0 3 LC Tau Total -9.3 90.5 0.0 056 0 LC Sigma-eqv 76.3 56.7 0.9 6 Cross-section No. - HE-B 00 056 6 LC Sigma Total -76. 56.7 0.9 0 3 LC Tau Total -9.3 90.5 0.0 056 6 LC Sigma-eqv 76.3 56.7 0.9 7 Cross-section No. - IS 600/00/0/0/0 0 0 LC Sigma Total -58. 56.7 0.37 0 3 LC Tau Total 8. 90.5 0.3 0 0 LC Sigma-eqv 58. 56.7 0.37 8 Cross-section No. - HE-B 00 70 5 LC Sigma Total -0. 56.7 0.77 0 3 LC Tau Total -.6 90.5 0.05 70 0 LC Sigma-eqv 0. 56.7 0.77 9 Cross-section No. - HE-B 00 890 0 LC Sigma Total 65.6 56.7 0. 0 3 LC Tau Total 5.5 90.5 0.06 890 0 LC Sigma-eqv 65.6 56.7 0. 0 Cross-section No. - IS 600/00/0/0/0 0 6 LC Sigma Total -58. 56.7 0.37 0 3 LC Tau Total 8. 90.5 0.3 0 6 LC Sigma-eqv 58. 56.7 0.37 Cross-section No. - HE-B 00 0 LC Sigma Total 60.6 56.7 0.39 0 3 LC Tau Total 3.6 90.5 0.0 0 LC Sigma-eqv 60.6 56.7 0.39 Cross-section No. - HE-B 00 50 0 LC Sigma Total 0.0 56.7 0.00 0 3 LC Tau Total 0.0 90.5 0.00 50 0 LC Sigma-eqv 0.0 56.7 0.00 3 Cross-section No. - HE-B 00 0 0 LC Sigma Total -76.3 56.7 0.9 0 3 LC Tau Total 9.3 90.5 0.0 0 0 LC Sigma-eqv 76.3 56.7 0.9 Cross-section No. - HE-B 00 0 6 LC Sigma Total -76.3 56.7 0.9 0 3 LC Tau Total 9.3 90.5 0.0 0 6 LC Sigma-eqv 76.3 56.7 0.9 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: / Sheet: STEEL.3 STRESSES BY MEMBER Member No Loc x [mm] S-Point No Load Case Stress Type Stress [N/mm ] existing Limit Stress Ratio 5 Cross-section No. - HE-B 00 0 LC Sigma Total 9.0 56.7 0.58 0 3 LC Tau Total 7.8 90.5 0.09 0 LC Sigma-eqv 9.0 56.7 0.58 6 Cross-section No. - IS 600/00/0/0/0 630 0 LC Sigma Total -58. 56.7 0.37 0 3 LC Tau Total -8. 90.5 0.3 630 0 LC Sigma-eqv 58. 56.7 0.37 7 Cross-section No. - HE-B 00 5 5 LC Sigma Total 60.6 56.7 0.39 0 8 LC Tau Total -3.6 90.5 0.0 5 5 LC Sigma-eqv 60.6 56.7 0.39 8 Cross-section No. - HE-B 00 0 6 LC Sigma Total 0.0 56.7 0.00 0 3 LC Tau Total 0.0 90.5 0.00 0 LC Sigma-eqv 0.0 56.7 0.00 9 Cross-section No. - HE-B 00 0 0 LC Sigma Total 65.6 56.7 0. 0 3 LC Tau Total -5.5 90.5 0.06 0 0 LC Sigma-eqv 65.6 56.7 0. 0 Cross-section No. - IS 600/00/0/0/0 630 6 LC Sigma Total -58. 56.7 0.37 0 3 LC Tau Total -8. 90.5 0.3 630 6 LC Sigma-eqv 58. 56.7 0.37 Cross-section No. - HE-B 00 00 LC Sigma Total 9.0 56.7 0.58 0 3 LC Tau Total -7.8 90.5 0.09 00 LC Sigma-eqv 9.0 56.7 0.58 Cross-section No. - HE-B 00 0 5 LC Sigma Total 60.6 56.7 0.39 0 8 LC Tau Total 3.6 90.5 0.0 0 5 LC Sigma-eqv 60.6 56.7 0.39 3 Cross-section No. - HE-B 00 70 LC Sigma Total -0. 56.7 0.77 0 3 LC Tau Total.6 90.5 0.05 70 6 LC Sigma-eqv 0. 56.7 0.77 Cross-section No. - HE-B 00 890 6 LC Sigma Total 65.6 56.7 0. 0 3 LC Tau Total 5.5 90.5 0.06 890 6 LC Sigma-eqv 65.6 56.7 0. 5 Cross-section No. - HE-B 00 50 6 LC Sigma Total 0.0 56.7 0.00 0 3 LC Tau Total 0.0 90.5 0.00 50 LC Sigma-eqv 0.0 56.7 0.00 6 Cross-section No. - HE-B 00 0 6 LC Sigma Total 65.6 56.7 0. 0 3 LC Tau Total -5.5 90.5 0.06 0 6 LC Sigma-eqv 65.6 56.7 0. 30 Cross-section No. - HE-B 00 0 5 LC Sigma Total 9.0 56.7 0.58 0 8 LC Tau Total 7.8 90.5 0.09 0 5 LC Sigma-eqv 9.0 56.7 0.58 3 Cross-section No. - HE-B 00 00 5 LC Sigma Total 9.0 56.7 0.58 0 8 LC Tau Total -7.8 90.5 0.09 00 5 LC Sigma-eqv 9.0 56.7 0.58 3 Cross-section No. - IS 600/00/0/0/0 0 0 LC Sigma Total 09. 56.7 0.70 0 3 LC Tau Total -7.7 90.5 0.0 0 0 LC Sigma-eqv 09. 56.7 0.70 33 Cross-section No. - HE-B 00 75 6 LC Sigma Total -8.0 56.7 0.05 0 3 LC Tau Total -0.3 90.5 0.00 75 6 LC Sigma-eqv 8.0 56.7 0.05 3 Cross-section No. - HE-B 00 0 6 LC Sigma Total -8.0 56.7 0.05 0 3 LC Tau Total -0.3 90.5 0.00 0 6 LC Sigma-eqv 8.0 56.7 0.05 35 Cross-section No. - HE-B 00 0 0 LC Sigma Total -.7 56.7 0. 0 3 LC Tau Total. 90.5 0.0 0 0 LC Sigma-eqv.7 56.7 0. 36 Cross-section No. - HE-B 00 976 0 LC Sigma Total -.7 56.7 0. RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 3/ Sheet: STEEL.3 STRESSES BY MEMBER Member No Loc x [mm] S-Point No Load Case Stress Type Stress [N/mm ] existing Limit Stress Ratio 0 3 LC Tau Total -. 90.5 0.0 976 0 LC Sigma-eqv.7 56.7 0. 37 Cross-section No. - HE-B 00 0 6 LC Sigma Total -.7 56.7 0. 0 3 LC Tau Total. 90.5 0.0 0 6 LC Sigma-eqv.7 56.7 0. 38 Cross-section No. - HE-B 00 976 6 LC Sigma Total -.7 56.7 0. 0 3 LC Tau Total -. 90.5 0.0 976 6 LC Sigma-eqv.7 56.7 0. 0 Cross-section No. - HE-B 00 7 6 LC Sigma Total -5.7 56.7 0.35 0 3 LC Tau Total -6.0 90.5 0.07 7 6 LC Sigma-eqv 5.7 56.7 0.35 Cross-section No. - HE-B 00 7 0 LC Sigma Total -5.7 56.7 0.35 0 3 LC Tau Total -6.0 90.5 0.07 7 0 LC Sigma-eqv 5.7 56.7 0.35 Cross-section No. - HE-B 00 0 6 LC Sigma Total -5.7 56.7 0.35 0 3 LC Tau Total 6.0 90.5 0.07 0 6 LC Sigma-eqv 5.7 56.7 0.35 3 Cross-section No. - HE-B 00 0 0 LC Sigma Total -5.7 56.7 0.35 0 3 LC Tau Total 6.0 90.5 0.07 0 0 LC Sigma-eqv 5.7 56.7 0.35 5 Cross-section No. - HE-B 00 75 6 LC Sigma Total -8.0 56.7 0.05 0 3 LC Tau Total -0.3 90.5 0.00 75 6 LC Sigma-eqv 8.0 56.7 0.05 7 Cross-section No. - HE-B 00 0 6 LC Sigma Total -8.0 56.7 0.05 0 3 LC Tau Total -0.3 90.5 0.00 0 6 LC Sigma-eqv 8.0 56.7 0.05 8 Cross-section No. - Pipe 90/5/K 633 0 LC Sigma Total -75.7 56.7 0.8 0 LC Tau Total -36.9 90.5 0. 633 0 LC Sigma-eqv 75.7 56.7 0.8 65 Cross-section No. - Pipe 90/5/K 633 8 LC Sigma Total.5 56.7 0.7 0 9 LC Tau Total 5. 90.5 0.58 633 8 LC Sigma-eqv.5 56.7 0.7 67 Cross-section No. - IS 600/00/0/0/0 75 0 LC Sigma Total 09. 56.7 0.70 0 8 LC Tau Total -7.7 90.5 0.0 75 0 LC Sigma-eqv 09. 56.7 0.70 68 Cross-section No. - Pipe 90/5/K 633 8 LC Sigma Total.5 56.7 0.7 0 LC Tau Total -5. 90.5 0.58 633 8 LC Sigma-eqv.5 56.7 0.7 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: / Sheet: GRAPHICS STEEL CA Sigma-eqv STEEL - MEMBERS SIGMA-EQV, CA Isometric Stress ratio Sigma-v [-] 0.77 0.33 0.00 Max : 0.77 Min : 0.00 0.39 0.30 Max Sigma-eqv: 0.77, Min Sigma-eqv: 0.00 0.33 0.37 0.35 0.33 0.5 0.39 0.35 0.6 0.9 0.7 0.6 0.9 0. 0.5 0.05 0.7 0.30 0.05 0.37 0.07 0.35 0.33 0.5 0.7 0.35 0. Z 0. 0. 0.6 0. 0.0 0. 0.07 0.6 0.77 Y 0. 0.35 0.70 0.5 0.7 0. 0. X 0. 0.58 0.8 0.6 0.37 0.0 0.07 0.6 0.33 0.9 0.77 0.39 0.6 0.5 0.35 0.30 0. 0.58 0.05 0.37 0.0 0.5 0.7 0.35 0.7 0.6 0.33 0.9 0.5 0.39 0.30 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

Appendix C 3D Model Results. Fore Cradle 300.066.0 Lifting and transport Cradles Page 6

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: / Sheet: STRUCTURE CONTENTS CONTENTS General Data 3.3 Cross sections - Internal Forces 7 Structure 3. Nodes - Support Forces 8. Nodes Graph. Deformations u, LC 8. Materials Graph. Members N, LC 9.3 Cross-sections STEEL 0.7 Members CA - General stress analysis of 0.8 Nodal Supports 3 steel members 0 Graph. Structure 3.. General Data 0 Graph. Structure.. Details 0 Loads 5.. Materials 0 Load Cases 5.3. Cross-Sections 0 LC 5 Results Graph. LC 5. Stresses by Cross-Section Graph. LC 6.3 Stresses by Member Results - Load Cases, Load Groups 7 Graph. STEEL - Members Sigma-eqv, CA 3.0 Results - Summary 7 GENERAL DATA COMPUTING METHOD Structural Analysis Linear Static Analysis Design Second-Order Analysis (Non-linear, Timoshenko) Dynamic Analysis Large Deformation Analysis (Non-linear, Newton-Raphson) Postcritical Analysis (Non-linear, Newton-Raphson) Load Cases Design Cases Load Groups Dynamic Cases Load Combinations Buckling Curves STRUCTURAL DATA PARAMETERS D Continuous Beam Nodes 73 Elements D Construction Type Materials 0 Cables 3D Construction Type Sections 0 Tapered Elements Grid Element Hinges 0 Elastic Foundations 0 Element Partitions 0 Sets of Elements. NODES Node No. Reference Node Coordinate System Node coordinates X [mm] Y [mm] Z [mm] Comment - Cartesian 75.0 0.0 387.5 - Cartesian 75.0 0.0 0.0 3 - Cartesian -75.0 0.0 0.0 - Cartesian 75.0 35.5 65.5 5 - Cartesian -75.0 35.5 65.5 6 - Cartesian 75.0-900.0 0.0 7 - Cartesian -75.0-900.0 0.0 8 - Cartesian 75.0 0.0 775.0 9 - Cartesian -75.0 0.0 775.0 0 - Cartesian 75.0-35.5 65.5 - Cartesian 75.0 900.0 0.0 - Cartesian -75.0 0.0 387.5 3 - Cartesian 0.0-900.0 0.0 - Cartesian 75.0-3350.0 0.0 5 - Cartesian -75.0-3350.0 0.0 6 - Cartesian -75.0 900.0 0.0 7 - Cartesian -75.0-35.5 65.5 8 - Cartesian 0.0 900.0 0.0 9 - Cartesian 75.0-700.0 76.6 0 - Cartesian -75.0-700.0 76.6 - Cartesian 75.0-900.0 60.0 3 - Cartesian -75.0-900.0 60.0 6 - Cartesian 75.0 3350.0 0.0 7 - Cartesian -75.0 3350.0 0.0 8 - Cartesian 75.0 700.0 76.6 9 - Cartesian -75.0 700.0 76.6 30 - Cartesian 75.0 900.0 60.0 3 - Cartesian -75.0 900.0 60.0 - Cartesian -75.0-700.0 0.0 3 - Cartesian 0.0 0.0 700.0 - Cartesian 75.0-700.0 0.0 5 - Cartesian -75.0 700.0 0.0 6 - Cartesian 75.0 700.0 0.0 50 - Cartesian 75.0-600.0 90.0 5 - Cartesian 0.0 0.0 00.0 5 - Cartesian 75.0 600.0 90.0 53 - Cartesian 0.0 0.0 775.0 55 - Cartesian -75.0-600.0 90.0 56 - Cartesian 0.0-600.0 90.0 58 - Cartesian -75.0 600.0 90.0 59 - Cartesian 0.0 600.0 90.0 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: / Sheet: STRUCTURE. MATERIALS Material No. Material Description E-Modulus E [kn/cm ] G-Modulus G [kn/cm ] Sp. Weight [kn/m 3 ] Coeff. Thermal [/ C] Saf. Factor M [-] Steel S 35 DIN 8800:990-000.00 800.00 78.50.000E-05.00 Steel S 35 DIN 8800:990-000.00 800.00 78.50.000E-05.00.3 CROSS-SECTIONS Section No. Cross-section Description Mater. No. I T [cm ] A [cm ] I y [cm ] A y [cm ] I z [cm ] A z [cm ] HE-B 00 59.50 5700.00 000.00 78.0 50.07 5.37 Pipe 90/5/K 6.93 380.3 380.3 8.7.08.08 3 Dummy Rigid 0.00 5 IS 600/00/0/0/0 9.8 89.33 67.33 36.00 80.00 56.00.7 MEMBERS Member No. Member Node Start End Rotation Type [ ] / Plane Cross-section Start End Release No. Start End Ecc. No. Div. No. Length L [mm] Beam 6 Angle 0.00 - - - - 50.0 Y Beam 6 Angle 0.00 - - - - 50.0 Y 3 Beam 6 Angle 90.00 3 3 - - - - 83.3 YZ Beam 6 Angle 90.00 - - - - 60.0 Z 5 Beam 30 Angle 90.00 - - - - 60.0 Z 6 Beam Angle 90.00 - - - - 387.5 Z 7 Beam Angle 90.00 3 3 - - - - 930.6 YZ 8 Beam 8 Angle 90.00 - - - - 387.5 Z 9 Beam 3 Angle 90.00 - - - - 387.5 Z 0 Beam 5 5 Angle 90.00 3 3 - - - - 83.3 YZ Beam 5 6 Angle 90.00 3 3 - - - - 930.6 YZ Beam 53 8 Angle 90.00 5 5 - - - - 75.0 X 3 Beam 0 Angle 90.00 3 3 - - - - 06.5 YZ Beam 0 9 Angle 90.00 3 3 - - - - 79.9 YZ 5 Beam 7 3 Angle 90.00 3 3 - - - - 06.5 YZ 6 Beam 5 7 Angle 0.00 - - - - 50.0 Y 7 Beam 6 7 Angle 0.00 - - - - 50.0 Y 8 Beam 7 0 Angle 90.00 3 3 - - - - 79.9 YZ Beam 3 7 Angle 90.00 - - - - 60.0 Z 5 Beam 9 Angle 90.00 - - - - 387.5 Z 6 Beam 7 Angle 0.00 - - - - 00.0 Y 7 Beam 6 Angle 0.00 - - - - 00.0 Y 8 Beam 6 3 Angle 90.00 - - - - 60.0 Z 9 Beam 5 6 Angle 0.00 - - - - 00.0 Y 30 Beam 6 Angle 0.00 - - - - 00.0 Y 3 Beam 7 3 Angle 0.00 - - - - 75.0 X 3 Beam 8 6 Angle 0.00 - - - - 75.0 X 3 Beam 3 6 Angle 0.00 - - - - 75.0 X 35 Beam 8 Angle 0.00 - - - - 75.0 X 36 Beam 9 Angle 0.00 - - - - 33.0 YZ 37 Beam 8 30 Angle 0.00 - - - - 33.0 YZ 38 Beam 3 0 Angle 0.00 - - - - 33.0 YZ 39 Beam 9 3 Angle 0.00 - - - - 33.0 YZ Beam 0 Angle 90.00 - - - - 76.6 Z 3 Beam 9 Angle 90.00 - - - - 76.6 Z Beam 3 Angle 0.00 - - - - 700.0 Y 5 Beam Angle 0.00 - - - - 700.0 Y 6 Beam 9 8 Angle 0.00 - - - - 76.8 YZ 7 Beam 0 9 Angle 0.00 - - - - 76.8 YZ 8 Beam 56 50 Node 0 / x-y 3 3 - - - - 75.0 X 9 Beam 50 9 Angle 80.00 5 5 - - - - 70. YZ 50 Beam 55 0 Angle 80.00 5 5 - - - - 70. YZ 5 Beam 9 5 Angle 90.00 - - - - 76.6 Z 5 Beam 8 6 Angle 90.00 - - - - 76.6 Z 53 Beam 3 5 Angle 0.00 - - - - 700.0 Y 5 Beam 6 Angle 0.00 - - - - 700.0 Y 55 Beam 8 8 Angle 0.00 - - - - 76.8 YZ 56 Beam 9 9 Angle 0.00 - - - - 76.8 YZ 57 Beam 5 59 Node 9 / x-y 3 3 - - - - 75.0 X 58 Beam 8 5 Angle 80.00 5 5 - - - - 70. YZ 59 Beam 9 58 Angle 80.00 5 5 - - - - 70. YZ 66 Beam 3 Angle 50.0 - - - - 950.0 X 68 Beam 30 3 Angle -50.0 - - - - 950.0 X 70 Beam 53 9 Angle 90.00 5 5 - - - - 75.0 X 73 Beam 3 5 Angle 0.00 3 3 - - - - 600.0 Z 7 Compression 5 56 Angle 0.00 3 3 - - - - 7. YZ 75 Compression 5 53 Angle 0.00 3 3 - - - - 335.0 Z 76 Beam Angle 0.00 - - - - 950.0 X 77 Beam 56 53 Angle 0.00 3 3 - - - - 96.7 YZ 78 Compression 59 5 Angle 0.00 3 3 - - - - 7. YZ 79 Beam 55 56 Node 0 / x-y 3 3 - - - - 75.0 X 80 Beam 9 0 Angle 0.00 - - - - 950.0 X 8 Beam 53 59 Angle 0.00 3 3 - - - - 96.7 YZ 8 Beam 59 58 Node 9 / x-y 3 3 - - - - 75.0 X 83 Beam 9 8 Angle 0.00 - - - - 950.0 X 8 Beam 30 Angle 90.00 3 3 - - - - 06.5 YZ RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 3/ Sheet: STRUCTURE.7 MEMBERS Member No. Member Node Start End Rotation Type [ ] / Plane Cross-section Start End Release No. Start End Ecc. No. Div. No. Length L [mm] 85 Beam 8 Angle 90.00 3 3 - - - - 79.9 YZ 86 Beam 3 5 Angle 90.00 3 3 - - - - 06.5 YZ 87 Beam 9 5 Angle 90.00 3 3 - - - - 79.9 YZ 88 Beam 0 Angle 90.00 3 3 - - - - 83.3 YZ 89 Beam 6 0 Angle 90.00 3 3 - - - - 930.6 YZ 90 Beam 7 Angle 90.00 3 3 - - - - 83.3 YZ 9 Beam 7 7 Angle 90.00 3 3 - - - - 930.6 YZ.8 NODAL SUPPORTS Support No. Nodes No. Rotation [ ] Sequen. about X about Y about Z 3 XYZ 0.00 0.00 0.00 3,8 XYZ 0.00 0.00 0.00 Support Conditions u X' u Y' u Z' X' Y' Z' STRUCTURE Isometric Z Y X RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: / Sheet: GRAPHICS STRUCTURE Isometric Z Y X RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 5/ Sheet: LOADS LOAD CASES LC No. LC Description LC Factor Property of load case Self-weight Method of Analysis.0000 Variable - Linear LC. MEMBER LOADS LC No. Reference to On members No. On sets of m. No. Load Type Load Distribution Load Direction Reference Length Load Parameters Symbol Value Unit Members 66,68 Force x P z True Length P -7.7 kn P -7.7 kn A 33.330 % B 33.330 % 3 Members 76 Force x P Z True Length P 06. kn P 06. kn A 33.330 % B 33.330 % LC LC Isometric 7.750 7.750 Z 7.750 7.750 Y X 06.50 06.50 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 6/ Sheet: GRAPHICS LC LC In X-direction 7.750 7.750 Z Y X 06.50 000.00 [mm] RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 7/ Sheet: RESULTS 3.0 RESULTS - SUMMARY Description Value Unit Comment LC Sum of Loads in X 0.00 kn Sum of Support Reactions in X 0.00 kn Sum of Loads in Y 0.00 kn Sum of Support Reactions in Y 0.00 kn Sum of Loads in Z 655. kn Sum of Support Reactions in Z 655. kn Deviation 0.00% Max Displacement in X -0. mm Member No. 6, x: 387.5 mm Max Displacement in Y -0. mm Member No. 68, x: 75.0 mm Max Displacement in Z 0.5 mm Member No. 76, x: 75.0 mm Max Vectorial Displacement 0.5 mm Member No. 76, x: 75.0 mm Max rotation about X -0. mrad Member No. 53, x: 765.0 mm Max Rotation about Y 0.7 mrad Member No. 76, x: 807.5 mm Max Rotation about Z -0. mrad Member No. 66, x: 90.0 mm Method of Analysis Linear Linear Static Analysis Number of Iterations Summary Number of D Finite Elements (member elements) 73 Number of FE nodes Number of Equations 6 Matrix Solver Method Direct Max Number of Iterations 00 Number of Load Increments Divisions of members for member results 0 Divisions of cable, foundation or tapered members 0 Activate shear rigidity (A-y, A-z) of members No Activate Failed Members Yes 3.3 CROSS SECTIONS - INTERNAL FORCES Member No. LC/LG Node No. Location x [mm] Shear Forces [kn] Moments [knm] N V y V z M T M y M z Section No. : HE-B 00 5 LC MAX N 0.0 73.93 -.05-7.6 0.0 6.59 -.75 5 LC MIN N 0.0-9.5.83 0.00 0.00 0.00 3.6 5 LC MAX V y 0.0-9.5.83 0.00 0.00 0.00 3.6 8 LC MIN V y 0.0-9.3 -.83 0.00 0.00 0.00 8.57 53 LC MAX V z 0.0 73.93 -.0 7.6 0.0-5.58 -.73 LC MIN V z 0.0 73.93.0-7.6-0.0 6.59.75 5 LC MAX M T 0.0 73.93 -.05-7.6 0.0 6.59 -.75 5 LC MIN M T 0.0 73.93.05 7.6-0.0-5.58.73 LC MAX M y 0.0 73.93.0-7.6-0.0 6.59.75 LC MIN M y 700.0 73.93.0-7.6-0.0-5.58 -.73 5 LC MAX M z 0.0-9.5.83 0.00 0.00 0.00 3.6 5 LC MIN M z 0.0 73.93 -.05-7.6 0.0 6.59 -.75 Section No. : Pipe 90/5/K 66 LC MAX N 0.0 0. 0.00-7.77 0.00 36.38 0.00 76 LC MIN N 0.0-7.7 0.00-06.6 0.00.77 0.00 68 LC MAX V y 0.0 0. 0.00-7.77 0.00 36.38 0.00 66 LC MIN V y 0.0 0. 0.00-7.77 0.00 36.38 0.00 66 LC MAX V z 633.3 0. 0.00 7.73 0.00-8.33 0.00 66 LC MIN V z 0.0 0. 0.00-7.77 0.00 36.38 0.00 68 LC MAX M T 0.0 0. 0.00-7.77 0.00 36.38 0.00 66 LC MIN M T 0.0 0. 0.00-7.77 0.00 36.38 0.00 66 LC MAX M y 0.0 0. 0.00-7.77 0.00 36.38 0.00 76 LC MIN M y 633.3-7.7 0.00-0.0 0.00-8.9 0.00 68 LC MAX M z 0.0 0. 0.00-7.77 0.00 36.38 0.00 66 LC MIN M z 0.0 0. 0.00-7.77 0.00 36.38 0.00 Section No. 3: Dummy Rigid 3 LC MAX N 0.0. -6.65 -.05.3.85-58.58 73 LC MIN N 0.0-655. 0.00 0.00 0.00 0.00 0.00 8 LC MAX V y 0.0.7 7.75 0. 36.38-0. 0.00 3 LC MIN V y 0.0.7-7.75-0. -36.38-0.3-80.78 77 LC MAX V z 0.0-3.67 0.00 6.0 0.0-75.37 0.0 8 LC MIN V z 0.0-3.67 0.00-6.0-0.0 7.3 0.0 8 LC MAX M T 0.0. -5.65 6.88 37.69-69.77-73.8 57 LC MIN M T 0.0. 5.65-6.88-37.69 0.00-0.38 77 LC MAX M y 96.7-3.67 0.00 6.0 0.0 7.3 0.0 77 LC MIN M y 0.0-3.67 0.00 6.0 0.0-75.37 0.0 89 LC MAX M z 930.6 0.00-0.0.36 0.05 9.98 0.0 3 LC MIN M z 0.0.7-7.75-0. -36.38-0.3-80.78 Section No. 5: IS 600/00/0/0/0 LC MAX N 0.0 3.68-60.83 0.00 0.00 0.00-9.8 9 LC MIN N 0.0-5.65. -6.88 0.00 37.69 0.38 59 LC MAX V y 0.0-5.6.3 6.8 0.00-7.0 0.5 70 LC MIN V y 0.0 3.67-60.8 0.00 0.00 0.00-9.8 58 LC MAX V z 0.0-5.65 -. 6.88 0.00-7.03-0.5 9 LC MIN V z 0.0-5.65. -6.88 0.00 37.69 0.38 9 LC MAX M T 0.0-5.65. -6.88 0.00 37.69 0.38 58 LC MIN M T 0.0-5.65 -. 6.88 0.00-7.03-0.5 9 LC MAX M y 0.0-5.65. -6.88 0.00 37.69 0.38 9 LC MIN M y 70. -5.65. -6.88 0.00-7.03-0.5 70 LC MAX M z 75.0 3.67-60.8 0.00 0.00 0.00 9.08 70 LC MIN M z 0.0 3.67-60.8 0.00 0.00 0.00-9.8 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 8/ Sheet: RESULTS 3. NODES - SUPPORT FORCES Node No. LC/LG Support forces [kn] Support moments [knm] P X' P Y' P Z' M X' M Y' M Z' 3 LC 0.00 0.00 0.00-0.0-0.0 0.00 8 LC 0.00 0.00 0.00 0.0-0.0 0.00 3 LC 0.00 0.00 655. 0.00 0.00 0.00 Suppo LC 0.00 0.00 655. Loads 0.00 0.00 655. LC u DEFORMATIONS U, LC Isometric 0.5 Z Y X Max u: 0.5, Min u: 0.0 [mm] Factor of deformations: 500.00 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 9/ Sheet: GRAPHICS LC N MEMBERS N, LC Isometric -5.76-5.76-58.33 Z Y X Max N: -5.76, Min N: -58.33 [kn] RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 0/ Sheet: STEEL STEEL CA General stress analysis of steel members.. GENERAL DATA Members to design: Load cases to design: All LC.. DETAILS Allow local plastification: Calculate normal stresses with Alpha-pl: FACTORS FOR SIGMA-EQV Sigma.00 Tau 3.00 Simplified consideration of eccentric loading:.. MATERIALS Mat No Material Description Partial Factor M [-] Yield Strength f yk [N/mm ] Limit Stresses [N/mm ] Manually limit x limit limit eqv Steel S 35*.50 35.0 56.7 90.5 56.7 Steel S 35*.50 35.0 56.7 90.5 56.7.3. CROSS-SECTIONS Sec No Mat No Cross-Section Description I t [cm ] A [cm ] I y [cm ] I z [cm ] Alpha pl,y Alpha pl,z HE-B 00 59.50 5700.00 000.00 78.0.6.59 Pipe 90/5/K 6.93 380.3 380.3 8.7.376.376 3 0 Dummy Rigid 0.00 0.00 0.00 0.00.00.00 The section will not be designed because the characteristic stresses are invalid! 5 IS 600/00/0/0/0 9.8 89.30 67.33 36.00.36.55 Comment RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: / Sheet: STEEL STEEL CA General stress analysis of steel members. STRESSES BY CROSS-SECTION Sec No Member No Loc x [mm] S-Point No Load Case Stress Type Stress [N/mm ] existing Limit Stress Ratio HE-B 00 5 0.0 5 LC Sigma Total -77.6 56.7 0.50 0.0 3 LC Tau Total -.7 90.5 0.05 5 0.0 0 LC Sigma-eqv 77.6 56.7 0.50 Pipe 90/5/K 66 0.0 0 LC Sigma Total 08.7 56.7 0.69 68 0.0 9 LC Tau Total. 90.5 0.6 66 0.0 0 LC Sigma-eqv 08.7 56.7 0.69 5 IS 600/00/0/0/0 70 0.0 0 LC Sigma Total 75. 56.7 0.8 9 0.0 3 LC Tau Total -7.8 90.5 0.3 70 0.0 0 LC Sigma-eqv 75. 56.7 0.8.3 STRESSES BY MEMBER Member No Loc x [mm] S-Point No Load Case Stress Type Stress [N/mm ] existing Limit Stress Ratio Cross-section No. - HE-B 00 50.0 6 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 50.0 LC Sigma-eqv 0.0 56.7 0.00 Cross-section No. - HE-B 00 0.0 6 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 0.0 6 LC Sigma-eqv 0.0 56.7 0.00 Cross-section No. - HE-B 00 0.0 5 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 0.0 5 LC Sigma-eqv 0.0 56.7 0.00 5 Cross-section No. - HE-B 00 60.0 6 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 60.0 6 LC Sigma-eqv 0.0 56.7 0.00 6 Cross-section No. - HE-B 00 0.0 0 LC Sigma Total 9.9 56.7 0.06 0.0 8 LC Tau Total.0 90.5 0.0 0.0 0 LC Sigma-eqv 9.9 56.7 0.06 8 Cross-section No. - HE-B 00 387.5 5 LC Sigma Total -77.6 56.7 0.50 0.0 8 LC Tau Total 3.0 90.5 0.03 387.5 0 LC Sigma-eqv 77.6 56.7 0.50 9 Cross-section No. - HE-B 00 387.5 0 LC Sigma Total 9.9 56.7 0.06 0.0 3 LC Tau Total.0 90.5 0.0 387.5 0 LC Sigma-eqv 9.9 56.7 0.06 Cross-section No. 5 - IS 600/00/0/0/0 0.0 0 LC Sigma Total 75. 56.7 0.8 0.0 8 LC Tau Total. 90.5 0.3 0.0 0 LC Sigma-eqv 75. 56.7 0.8 6 Cross-section No. - HE-B 00 50.0 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 50.0 LC Sigma-eqv 0.0 56.7 0.00 7 Cross-section No. - HE-B 00 0.0 6 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 0.0 3 LC Sigma-eqv 0.0 56.7 0.00 Cross-section No. - HE-B 00 0.0 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 0.0 LC Sigma-eqv 0.0 56.7 0.00 5 Cross-section No. - HE-B 00 0.0 5 LC Sigma Total -77.6 56.7 0.50 0.0 3 LC Tau Total 3.0 90.5 0.03 0.0 0 LC Sigma-eqv 77.6 56.7 0.50 6 Cross-section No. - HE-B 00 00.0 0 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 00.0 0 LC Sigma-eqv 0.0 56.7 0.00 7 Cross-section No. - HE-B 00 00.0 6 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 00.0 6 LC Sigma-eqv 0.0 56.7 0.00 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: / Sheet: STEEL.3 STRESSES BY MEMBER Member No Loc x [mm] S-Point No Load Case Stress Type Stress [N/mm ] existing Limit Stress Ratio 8 Cross-section No. - HE-B 00 60.0 0 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 60.0 0 LC Sigma-eqv 0.0 56.7 0.00 9 Cross-section No. - HE-B 00 0.0 0 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 0.0 0 LC Sigma-eqv 0.0 56.7 0.00 30 Cross-section No. - HE-B 00 0.0 6 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 0.0 6 LC Sigma-eqv 0.0 56.7 0.00 3 Cross-section No. - HE-B 00 75.0 0 LC Sigma Total -3. 56.7 0.0 0.0 3 LC Tau Total -0. 90.5 0.00 75.0 0 LC Sigma-eqv 3. 56.7 0.0 3 Cross-section No. - HE-B 00 0.0 0 LC Sigma Total -3. 56.7 0.0 0.0 3 LC Tau Total 0. 90.5 0.00 0.0 0 LC Sigma-eqv 3. 56.7 0.0 3 Cross-section No. - HE-B 00 75.0 0 LC Sigma Total -3. 56.7 0.0 0.0 3 LC Tau Total -0. 90.5 0.00 75.0 0 LC Sigma-eqv 3. 56.7 0.0 35 Cross-section No. - HE-B 00 0.0 0 LC Sigma Total -3. 56.7 0.0 0.0 3 LC Tau Total 0. 90.5 0.00 0.0 0 LC Sigma-eqv 3. 56.7 0.0 36 Cross-section No. - HE-B 00 33.0 5 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 33.0 5 LC Sigma-eqv 0.0 56.7 0.00 37 Cross-section No. - HE-B 00 0.0 5 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 0.0 5 LC Sigma-eqv 0.0 56.7 0.00 38 Cross-section No. - HE-B 00 33.0 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 33.0 LC Sigma-eqv 0.0 56.7 0.00 39 Cross-section No. - HE-B 00 0.0 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 0.0 LC Sigma-eqv 0.0 56.7 0.00 Cross-section No. - HE-B 00 0.0 5 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 0.0 5 LC Sigma-eqv 0.0 56.7 0.00 3 Cross-section No. - HE-B 00 0.0 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 0.0 LC Sigma-eqv 0.0 56.7 0.00 Cross-section No. - HE-B 00 0.0 6 LC Sigma Total 9.8 56.7 0.9 0.0 3 LC Tau Total -.7 90.5 0.05 0.0 6 LC Sigma-eqv 9.8 56.7 0.9 5 Cross-section No. - HE-B 00 0.0 0 LC Sigma Total 9.8 56.7 0.9 0.0 3 LC Tau Total -.7 90.5 0.05 0.0 0 LC Sigma-eqv 9.8 56.7 0.9 6 Cross-section No. - HE-B 00 76.8 0 LC Sigma Total -9.0 56.7 0. 0.0 3 LC Tau Total -3.9 90.5 0.0 76.8 0 LC Sigma-eqv 9.0 56.7 0. 7 Cross-section No. - HE-B 00 76.8 6 LC Sigma Total -9.0 56.7 0. 0.0 3 LC Tau Total -3.9 90.5 0.0 76.8 6 LC Sigma-eqv 9.0 56.7 0. 9 Cross-section No. 5 - IS 600/00/0/0/0 70. 6 LC Sigma Total -39. 56.7 0.5 0.0 3 LC Tau Total -7.8 90.5 0.3 70. LC Sigma-eqv 50.8 56.7 0.3 50 Cross-section No. 5 - IS 600/00/0/0/0 70. 0 LC Sigma Total -39. 56.7 0.5 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: 3/ Sheet: STEEL.3 STRESSES BY MEMBER Member No Loc x [mm] S-Point No Load Case Stress Type Stress [N/mm ] existing Limit Stress Ratio 0.0 3 LC Tau Total -7.8 90.5 0.3 70. LC Sigma-eqv 50.8 56.7 0.3 5 Cross-section No. - HE-B 00 76.6 6 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 76.6 6 LC Sigma-eqv 0.0 56.7 0.00 5 Cross-section No. - HE-B 00 76.6 0 LC Sigma Total 0.0 56.7 0.00 0.0 3 LC Tau Total 0.0 90.5 0.00 76.6 0 LC Sigma-eqv 0.0 56.7 0.00 53 Cross-section No. - HE-B 00 700.0 6 LC Sigma Total 9.8 56.7 0.9 0.0 3 LC Tau Total.7 90.5 0.05 700.0 6 LC Sigma-eqv 9.8 56.7 0.9 5 Cross-section No. - HE-B 00 700.0 0 LC Sigma Total 9.8 56.7 0.9 0.0 3 LC Tau Total.7 90.5 0.05 700.0 0 LC Sigma-eqv 9.8 56.7 0.9 55 Cross-section No. - HE-B 00 0.0 0 LC Sigma Total -9.0 56.7 0. 0.0 3 LC Tau Total 3.9 90.5 0.0 0.0 0 LC Sigma-eqv 9.0 56.7 0. 56 Cross-section No. - HE-B 00 0.0 6 LC Sigma Total -9.0 56.7 0. 0.0 3 LC Tau Total 3.9 90.5 0.0 0.0 6 LC Sigma-eqv 9.0 56.7 0. 58 Cross-section No. 5 - IS 600/00/0/0/0 0.0 6 LC Sigma Total -39. 56.7 0.5 0.0 3 LC Tau Total 7.8 90.5 0.3 0.0 LC Sigma-eqv 50.8 56.7 0.3 59 Cross-section No. 5 - IS 600/00/0/0/0 0.0 0 LC Sigma Total -39. 56.7 0.5 0.0 3 LC Tau Total 7.8 90.5 0.3 0.0 LC Sigma-eqv 50.8 56.7 0.3 66 Cross-section No. - Pipe 90/5/K 0.0 0 LC Sigma Total 08.7 56.7 0.69 0.0 9 LC Tau Total. 90.5 0.6 0.0 0 LC Sigma-eqv 08.7 56.7 0.69 68 Cross-section No. - Pipe 90/5/K 0.0 0 LC Sigma Total 08.7 56.7 0.69 0.0 9 LC Tau Total. 90.5 0.6 0.0 0 LC Sigma-eqv 08.7 56.7 0.69 70 Cross-section No. 5 - IS 600/00/0/0/0 0.0 0 LC Sigma Total 75. 56.7 0.8 0.0 8 LC Tau Total. 90.5 0.3 0.0 0 LC Sigma-eqv 75. 56.7 0.8 76 Cross-section No. - Pipe 90/5/K 633.3 0 LC Sigma Total -57.5 56.7 0.37 0.0 9 LC Tau Total 5. 90.5 0.8 633.3 0 LC Sigma-eqv 57.5 56.7 0.37 80 Cross-section No. - HE-B 00 0.0 5 LC Sigma Total.6 56.7 0.0 0.0 3 LC Tau Total 0.0 90.5 0.00 0.0 5 LC Sigma-eqv.6 56.7 0.0 83 Cross-section No. - HE-B 00 950.0 5 LC Sigma Total.6 56.7 0.0 0.0 3 LC Tau Total 0.0 90.5 0.00 950.0 5 LC Sigma-eqv.6 56.7 0.0 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

OSK ShipTech A/S Consulting Naval Architects Bryggervangen 55 -. TV., 00 Copenhagen OE Page: / Sheet: GRAPHICS STEEL CA Sigma-eqv STEEL - MEMBERS SIGMA-EQV, CA Isometric Stress ratio Sigma-v [-] 0.69 0.00 Max : 0.69 Min : 0.00 0.3 0.3 0.3 0.3 0.3 0.3 0.0 0. 0.3 0.0 0. 0.69 0.35 0.69 0.69 0.3 0.35 0.69 0.0 0. 0.35 0.8 0.3 0.8 0.50 0. 0.06 Z 0. 0.35 0.50 Y 0.9 0.08 0.9 X 0.08 0.9 0.08 0.8 0.37 0.08 0.8 0.9 0.0 0.0 Max Sigma-eqv: 0.69, Min Sigma-eqv: 0.00 0.0 0.9 0.0 0.9 RSTAB 7.0.80 - Spatial Framed Structures www.dlubal.com

Appendix D PVC core material Data Sheet 300.066.0 Lifting and transport Cradles Page 7

Data Sheet AA / Issue 0/03 / Replaces Issue /0 AIREX C70 UNIVERSALLY STRUCTURAL FOAM Description Applications Characteristics Processing A unique closed cell, cross-linked polymer foam that combines high stiffness and strength to weight ratios with superior toughness. It is non-friable, contains no CFC s, has negligible water absorption, and provides an excellent resistance to chemicals. A fine cell structure offers an excellent bonding surface that is compatible with most resins and manufacturing processes. It is ideally suited as a core material for a wide variety of light-weight sandwich structures subjected to both static and dynamic loads in service. Marine Hulls, decks, bulkheads, superstructures, interiors Road and Rail Roof panels, interiors, floors, doors, partition walls, side skirts Wind Energy Rotor blades, nacelles, turbine generator housings Air General aviation (sport aircraft) parts, galley carts Recreation Surfboards, snowboards, wakeboards Industrial Tooling, tanks, ductwork, containers, covers high strength and stiffness to weight ratios good impact strength (highest elongation in class) low resin absorption high fatigue resistance good fire performance (self-extinguishing) sound and thermal insulation non biodegradable good styrene resistance contact molding (hand/spray) resin injection (RTM) adhesive bonding pre-preg processing vacuum infusion

Data Sheet AA/ Issue 0/03 / Replaces Issue /0 Typical properties AIREX C70 C70.0 C70.8 C70.55 C70.75 C70.90 C70.30 C70.00 Apparent nominal density ISO 85 kg/m³ 0 8 60 80 00 30 00 lb/ft 3.5 3.0 3.7 5.0 6. 8..5 Compressive strength N/mm² 0.5 0.60 0.90.3.9.6.8 ISO 8 perpendicular to the plane psi 65 87 30 90 75 380 700 Compressive modulus N/mm² 3 58 83 0 55 60 DIN 53 perpendicular to the plane psi 930 6 00 80 000 6000 500 37700 Tensile strength in the plane DIN 5355 N/mm² 0.70.0.3.0.7 3.8 6. psi 00 5 90 90 390 550 900 Tensile modulus in the plane DIN 5357 N/mm² 8 0 5 63 8 5 80 psi 060 5 800 6530 90 800 6700 600 Shear strength ISO 9 N/mm² 0.5 0.55 0.80..6.3 3.5 psi 65 80 0 75 30 330 50 Shear modulus ASTM C393 N/mm² 3 5 30 38 50 75 psi 900 00 390 350 550 750 0900 Shear elongation at break ISO 9 % 8 0 6 3 7 30 30 Thermal conductivity at room temperature Plain sheet Block Scrim ISO 830 width length thickness thickness width length thickness W/m.K BTU.in/ft.hr. F mm ± 0 in mm ± 0 in mm ± 0.5 in mm ± in mm ± 5 in mm ± 5 in mm ± 0.5 in Alcan Airex AG Alcan Baltek Corporation CH-563 Sins, Switzerland 0 Fairway Court, P.O. Box 95 Tel: + 789 66 00 Northvale, NJ 0767, USA Fax: + 789 66 60 Tel: + 0 767 00 www.alcanairex.com Fax: + 0 387 66 3 www.baltek.com 0.03 0. 330 53.36 850 **. 5 to 80 0. to 3.5 8 3.3 690 7.6 00 7. 5 to 30 3.57 to.8 0.03 0. 70 50 730 ** 07.8 5 to 70 0. to.76 80 3.5 660 5.98 00 7. 5 to 5 3.5 to 0.98 0.03 0. 50 5.7 50 ** 96.5 5 to 70 0. to.76 78 3.07 600 3.6 0.88 5 to 5 3.5 to 0.98 0.033 0.3 00 / 080 0.6 /.5 80 / 500 85.8 / 59 3* to 70 0.8 to.76 7.83 80 8.89 068.5 5 to 5 3.5 to 0.98 0.035 0. 950 37. 050 80.7 3* to 60 0.8 to.36 68.68 50 0.07 930 36.6 5 to 5 3.5 to 0.98 0.039 0.7 850 33.5 900 7.8 5 to 50 0. to.97 58.8 on request Color light green olive yellow Green red light green brown Other dimensions, configurations, and closer tolerances upon request * Tolerance for 3mm: + 0.8mm / - 0.mm ** Half size plane sheets for thickness 8mm (0.35 ) 0.08 0.33 750 9.5 600 63 5 to 0 0. to.57 8.89 on request The data provided gives approximate values for the nominal density. Due to density variations these values can be lower than indicated above. Minimum values to calculate sandwich constructions can be provided upon request. The information contained herein is believed to be correct and to correspond to the latest state of scientific and technical knowledge. However, no warranty is made, either expressed or implied, regarding its accuracy or the results to be obtained from the use of such information. No statement is intended or should be construed as a recommendation to infringe any existing patent.