The following Nomenclature is ud in the computer output: Draft ... Measured from the ba line (z=0, or x-y plane) Disp .... Displacemet of the vesl TPI ..... Tons/inch displacement KPI ..... Kips/inch displacement MT/Cm ... Metric Ton/ cm displacement KMT ..... Transver metacentric height (measured from ba line) KML ..... Longitudinal metacentric height (measured from ba line) LCB ..... Center of Buoyancy position (Longitudinal) (measured from reference point for LCB & LCF) TCB ..... Center of Buoyancy position (Transver) (measured from coordinate system origin) VCB ..... Center of Buoyancy position (Vertical) (measured from ba line) WPA ..... Water plane Area BMT ..... Transv metacentric ht (from ctr of buoyancy) BML ..... Longit metacentric ht (from ctr of buoyancy) LCF ..... Center of Floatation position (Longitudinal) (measured from reference point for LCB & LCF) TCF ..... Center of Floatation position (Transver) (measured from coordinate system origin) W.P.Moment of Inertia: Longitudinal About neutral axis of water plane area Transver About neutral axis of water plane area Volume .. of submerged body Tilt Axis The angle of the tilt axis is measured from the posive x-axis Optimu
狐狸面具头像
m tilt angle The minimum tilt angle at which the area ratio requirement is satisfied KG that satisfies : Heeling arm = Righting arm at or before the downflooding angle Static angle At which the righting moment is zero Area ratio = 1.0 For damage stability - starting at the static angle RM/HM Ratio KG that satisfies the requirement : Righting Moment/Heeling Moment >or= 2 within 7 deg past static angle Equilibrium position tilt angle When vesl is in equilibrium and not at the upright position, the positive angle indicate that the part of the vesl to the right of the tilt axis is immerd in water
* * * Hydrostatic Table * * *天秤男射手女
Draft AFT (X-Coordinate) ....... 0.00 Initial Heel Angle ......... 0.000 Deg
Draft FWD (X-Coordinate) ....... 0.00 Initial Trim Angle ......... 0.000 Deg
Reference Point for LCB & LCF Density of Water ........... 1.025 MT/Cu.Meter
(X-Coordinate) ....... 0.00
/--- Draft ---/ /-- Center of Buoyancy--/ /-Center of Floatation-/ Water plane Submerged
AFT FWD Disp TPI LCB TCB VCB LCF TCF Area Volume
( M.) ( M.) (M.Tons) (MT/Cm) ( M.) ( M.) ( M.) ( M.) ( M.) (S.Meter) (M^3)
------- ------- -------- ------- ------- ------- ------- ------- ------- ----------- ---------
2.00 2.00 4592.0 2
3.37 28.00 0.00 1.01 28.50 0.00 2280.2 4480.0
3.00 3.00 6949.5 23.78 28.26 0.00 1.51 29.00 0.00 2320.2 6780.0
4.00 4.00 9348.0 24.19 28.51 0.00 2.02 29.50 0.00 2360.2 9120.0
5.00 5.00 11787.5 24.60 28.77 0.00 2.54 30.00 0.00 2400.1 11500.0
6.00 6.00 1424
7.5 24.60 2
8.98 0.00 3.05 30.00 0.00 2400.1 13900.0
7.00 7.00 16707.5 24.60 29.13 0.00 3.56 30.00 0.00 2400.2 16300.0
8.00 8.00 19167.5 24.60 29.24 0.00 4.06 30.00 0.00 2400.0 18700.0
9.00 9.00 21627.5 24.60 29.33 0.00 4.57 30.00 0.00 2400.0 21100.0
10.00 10.00 24087.5 24.60 29.40 0.00 5.07 30.00 0.00 2400.0 23500.0
* * * Hydrostatic Table * * *
Draft AFT (X-Coordinate) ....... 0.00 Initial Heel Angle ......... 0.000 Deg
Draft FWD (X-Coordinate) ....... 0.00 Initial Trim Angle ......... 0.000 Deg梦网短信
Reference Point for LCB & LCF Density of Water ........... 1.025 MT/Cu.Meter
抽油烟机前十名(X-Coordinate) ....... 0.00
/
----- Water Plane -----/ With KG=0 With KG=0 /--- Draft ---/ /---------- Metacenter ---------/ /-- Moment Of Inertia --/ Moment to Heel Moment to Trim AFT FWD Disp KMT KML BMT BML Transver Longitudinal 0.01 Deg. 0.01 Deg. ( M.) ( M.) (M.Tons) ( M.) ( M.) ( M.) ( M.) ( M^4) ( M^4) (M.Ton-M) (M.Ton-M)
------- ------- -------- ------- ------- ------- ------- ------------ ----------- -------------- --------------
2.00 2.00 4592.0 68.86 138.79 67.86 137.78 303997. 617270. 55.2 111.2
3.00 3.00 6949.5 47.14 97.43 45.62 95.92 309329. 650323. 57.2 118.2
4.00 4.00 9348.0 36.53 77.09 34.50 7
5.06 314669. 684570. 59.6 125.8
5.00 5.00 11787.5 30.36 65.10 27.82 62.56 31996
6. 71947
五年级数学练习7. 62.5 133.9
6.00 6.00 1424
7.5 26.07 54.84 23.02 51.80 320001. 719971. 64.8 136.4
7.00 7.00 16707.5 23.19 47.73 19.63 44.17 320002. 719978. 67.6 139.2
8.00 8.00 19167.5 21.18 42.57 17.11 38.50 320011. 720000. 70.8 142.4
生命教育的感悟9.00 9.00 21627.5 19.73 38.69 15.17 34.12 319996. 719953. 74.5 146.0
10.00 10.00 24087.5 11.86 20.38 6.79 15.30 159610. 359658. 49.9 85.7
* * * Cross Curves of Stability * * *
Vertical Center of Gravity ..... 0.00 M
Yaw Angle of Heel Axis ..... 0.00 Deg
Draft Disp /---------------------------- Righting Arm (M.) @ Heel Angles (Deg) -------------------------/ (M.) (M.Tons) 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00
3.00 6949.5 0.00 8.14 11.99 13.31 13.23 12.41 11.09 9.37 7.34
4.00 9348.0 0.00 6.41 10.85 11.99 11.94 11.29 10.20 8.76 7.03
5.00 11787.5 0.00 5.29 9.44 10.47 10.53 10.08 9.25 8.10
6.69
6.00 1424望风是什么意思
7.5 0.00 4.57 7.85
8.86
9.06 8.83 8.27 7.43 6.35
7.00 16707.5 0.00 4.02 6.19 7.20 7.56 7.57 7.28 6.75 6.01
8.00 19167.5 0.00 3.26 4.66 5.52 6.05 6.29 6.28 6.07 5.66
* * * Intact Stability Parameters * * *
Draft at no Heel .......... 5.00 M
Displacement .............. 11787.5 M.Tons
Center of Gravity (X,Y,Z) = 28.77; 0.00; 5.00 M
Wind Speed ................ 100.00 M/Sec
Wind Direction is Normal to Tilt Axis
Range of Stability ........ 40.00 Deg
-----------------------------------------------------------------------------------------------------------
/----/ Critical Yaw Angle /--- Angles ---/
/-- Yawed axis ---/ Downflood Of /- Ship-/ Righting Heeling /-- Center of Buoyancy--/结构动力学
Heel Trim Height Tilt Axis Heel Trim Arm Arm LCB TCB VCB
(Deg) (Deg) (M) (Deg) (Deg) (Deg) (M) (M) (M) (M) (M)
------------------- -------- -------- ---------------- ------- -------- --------------------------
0.00 0.00 0.00 0.00 0.00 0.00 0.08 28.77 0.00 2.54 5.00 -0.02 0.00 5.00 0.03 2.21 0.14 28.77 -2.42 2.64 10.00 -0.10 0.00 10.00 0.11 4.42 0.22 28.76 -4.85 2.96 15.00 -0.26 0.00 15.00 0.27 6.64 0.32 28.75 -7.27 3.50 20.00 -0.50 0.00 20.00 0.53 7.72 0.42 28.73 -8.61 3.91 25.00 -0.77 0.00 25.00 0.85 8.01 0.54 28.71 -9.23 4.16 30.00 -1.06 0.00 30.00 1.23 7.95 0.66 28.67 -9.56 4.34 35.00 -1.39 0.00 35.00 1.70 7.69 0.78 28.62 -9.76 4.47 40.00 -1.78 0.00 40.00 2.32 7.30 0.91 28.56 -9.89 4.56 -----------------------------------------------------------------------------------------------------------
