Stability I – Chapter 3 Flotation Solutions

Solution: Ship’s weight KG VM 2000t (load) 4.2m 3400 tm 300t (load) 2.0m (+) 600 tm 200t   (load) 3.2m (+) 640 tm 500t  (load ) 1.0 m (+)500 tm Final W   = 300t                                            …

Solution: RD of river = 1.010Summer load line on starboard side = 20mm abovePort 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)         …

Exact ullage where pump should be shut = (2.898 + 0.5)m                                                                             = 3.398m. Given : The depth of…