Here you can get semester wise questions papers, Finally they made this available. All the best for your semester exams.

## Tool Box meetings

- Tool Box meeting to be carried out prior commencement of every work.
- All Risk and control measures associated with particular task should be discussed in tool box meeting.
- Any Special Precautions to be taken, Procedure to be followed and who will do what, to be clarified.
- Any Doubts with regard to the Job to be clarified
- Permits required if any are should be identified and discussed.

## What is DPA, CSO

**DPA **– Designated Person Ashore – Any Matters with regard to safety of the vessel, Individual or environment can be directly brought to the notice of the DPA.

When **DPA **is not reachable due to any reason, The Alternate DPA(ADPA) has to be contacted.

**CSO **– Company Security Officer – For any concerns in security of the vessel the CSO has to be contacted.

When **CSO **is not reachable, **ACSO **is to be contracted.

## In a vessel of 8800 tonnes displacement and KG 6.2m, 200 tonnes of cargo was loaded in the lower hold 1.7m above the keel. Find the final KG.

## From the following information , calculate the DWT available up to the tropical loadline SW :-Persent freeboards : port 1.6m, starboard 1.79m inRD 1.017. Tropical SW freeboard : 1.63m Tropical of SW draft : 9.6m FWA 150mm, TPC 20.4 .

**Present freeboard port = 1.68cm****Stbd side = 1.79m****Water of RD = 1.017,****Tropical SW freeboard = 1.63c****Tropical SW draft = 9.6m****FWA = 150mm****TPC = 20.4**

## From the following details, Calculate the DWT available :- present free board: port 3.0m, starboard 2.9m in water of RD 1.020 FWA 200mm. TPC 30. Statutory summer freeboard 2.8m.

**Solution :**

**Solution :**

**For, Port Side = (3 -2.8) = 0.2m****= 20cm (above )**

**For , Starboard side =( 2.9 – 2.8) =0. 1m****= 10cm above**

**Hence ,Mean freeboard can be calculated as****= (20+ 10)/2****= 30 /2 cm****= 15cm available**

**As we know:**

*Change in draft = *

*(Change in RD )x(FWA)** 0.025*

**= (1.025 – 1.020 ) x 20 /0 .025****= 4cm**

**Now, Total sinkage = (15 + 4)cm****= 19cm**

**TPC = 30( given)****TPC = (A/ 100) x density****30 = (A/100) x 1.025****A = 30/ 1.025****= 29.268m ^{2}**

**Again for calculating ,TPC at RD 1.020****= (A/100) x ( 1.020)****= 29.85 t/cm**

**Now , Cargo can be load =( TPC x sinkage)****= (29.85 x 19)****= 567.15 t**

## A vessel is loading in a SW dock and is lying with her starboard winter loadline 60mm above and her port winter loadline 20mm below the surface of water. if her summer draught in SW is 7.2m and TPC is 20,, find how many tonnes of cargo the vessel can load to bring to her down to her tropical loadline in SW.

**Solution:**

**Solution:**

**Starboard winter load line = 60mm above****Port winter load line = 20mm below****Mean draft = ( 60 – 20)/2****= (40/2)****= 20mm****= 2cm**

**Summer SW draft = 7.2m( given)**

**We know that:**

**Waterline (W) = (1/48 of summer draft)****=(1/48 x 7.2)****= 0.15m****= 15cm**

**Total sinkage available to bring the vessel to her tropical load line = ( 2+ 15 + 15)****= 32cm**

**TPC =20( given)****So, Cargo can be load = (TPC x sinkage)****=(20 x 32)****= 640t.**

## A vessel is floating in dockwater of RD 1.005with her starboard WNA mark 30mm below and her port WNA mark 60mm below the waterline. If her summer SW draught is 8.4m, TPC is 30 and FWA is 160 mm, calculate how much cargo can be loaded to bring the vessel to her vessel draught in SW.

**Solution:**

**Solution:**

**Dockwater RD = 1.005,****Stbd WNA mark = 30mm below****Port WNA mark = 60mm below****Mean draft = (30 + 60) / 2****= 45mm****=4.5cm,below the water line.**

**Distance from WNA to water(W) = 50mm****= 5cm**

**So, sinkage available = (50 – 45)****= 5mm****= 0.5cm**

**We know that :****Water (W) is 1/48 of summer draft****= (1/48 x 8.4)****= 0.175m****= 17.5cm**

**Sinkage = (17.5 + 0.5 )****= 18cm**

**Total sinkage = (18 + 12.8)****= 30.8cm**

**As we know:**

*Change in draft = *

*(Change in RD )x(FWA)** 0.025*

**= (1.025 – 1.005 )x 16 / 0.025****= 12.8cm**

**Again, TPC = (A/100) x density****30 = (A/100) x 1.025****A = 30/ 1.025****A = 29.268 m ^{2}**

**Now , TPC for density of 1.005****TPC = (A/100) x 1.005****= (29.268 x 1.005)****= 29.41 t/cm.**

**Hence ,cargo can be loaded = (30.8 x 29.41)****= 905.82 t**

## A vessel is lying in a river berth of density 1.010 tonnes per m3 , with her summer loadline 20mm above the water on the starboard side and 50mm above the water on the port side. Find how much cargo she can load to bring her to her to her summer loadline in SW, if her summer displacement is 15000 tonnes and TPC is 25.

**Solution:**

**Solution:**

**RD of river = 1.010****Summer load line on starboard side = 20mm above****Port side = 50mm above**

**Mean draft = ( 20 + 50) / 2****= (70/2)****= 3.5cm above**

**W = 15000t,**

**FWA = (W/TPC)****= 15000/(40 x 25)****= 15cm**

**As we know:**

*Change in draft = *

*(Change in RD )x(FWA)** 0.025*

**= (1.025 – 1.010 ) x 15 / 0.025****= 9cm**

**Total sinkage = (9 + 3.5 )****= 12.5cm**

**TPC = 25( Given)**

**We know that:**

**TPC = (A/100) x 1.025****= (25 / 1.025)****= 24.39 m ^{2}**

**Now, TPC for RD 1.010 = (A /100) x( 1.010)****= (24.39 x 1.010)****= 24.63t/cm**

**Hence ,Cargo can be load = (sinkage x TPC)****= (12.5 x 24.63)****= 307.875 t**

## A vessel’s statutory freeboard is 2.0m. She is loading in DW of RDD 1.015 and her freeboard is 2.1m . TPC =24. FWA = 200mm. find the DWT available .

**Solution:**

**Solution:**

**Statutory freeboard is = 2.0m****DW RD = 1.015 & Freeboard = 2.1m****TPC = 24, FWA = 200mm = 20cm**

**As we know :**

*Change in draft = *

*(Change in RD )x(FWA)** 0.025*

**= (1.015 – 1.025 ) x 20 /0.025****= ( 0.010 x 20) /0 .025****= 8cm**

**Hence , actual freeboard available =( 2.1 + 0.08)m****= 2.18m**

**Sinkage available = ( 2.18 – 2.00)****= 0.18m****= 18cm**

**TPC = 24 ( Given)**

**24 = (A / 100) x(1.025)****A = (24 x 100)/ 1.025****A = (24 / 1.025)****= 23.414 m ^{2}**

**Now, TPC for RD 1.015 = (A/ 100) x(1.015)****= (23.414 x 1.015)****= 23.76 t/cm**

**DWT available = (sinkage x TPC)****= (18 x 23.76 )****= 427.68t.**