Section 1 General
Clasification Society 2024 - Version 9.40
Clasifications Register Rules and Regulations - Rules for the Classification of Trimarans, July 2022 - Volume 1 Regulations and Structural Arrangements - Part 5 Environmental Loads - Chapter 1 Introduction - Section 1 General

Section 1 General

1.1 General

1.1.1 The global and local loads detailed in this Part are to be used in conjunction with the formulae given in Vol 1, Pt 6 Scantling Determination to determine the scantlings of Trimarans.

1.2 Theoretical analysis

1.2.1 An alternative method to derive loads through theoretical analysis is given inVol 4, Pt 1, Ch 3, 2 Theoretical analysis.

1.3 Model experiments

1.3.1 An alternative method to derive loads through model experiments is given in Vol 4, Pt 1, Ch 3, 3 Model experiments.

1.4 Symbols and definitions

1.4.1 The symbols and definitions for use throughout this Part are as follows:

a = projection of T CU forward of the FP, in metres
a vmh = the vertical acceleration at the centre of the main hull, in terms of g
a vsh = the vertical acceleration at the centre of the side hull, in terms of g
b 0 = projection of T CU waterline outboard of the design draught waterline at the FP, in metres, see Figure 4.2.3 Derivation of bow and stern flare areas in Chapter 4
b 1 = projection of T CU waterline outboard of the design draught waterline at 0,9L R from the AP, in metres
b 2 = projection of T CU waterline outboard of the design draught waterline at 0,8L R from the AP, in metres
f roll = factor for roll acceleration, see Vol 1, Pt 5, Ch 3, 2.2 Design accelerations 2.2.2
f serv = factor for roll acceleration, see Vol 1, Pt 5, Ch 3, 2.2 Design accelerations 2.2.2
f wv = a wave height factor for service area or group, see Vol 1, Pt 5, Ch 3, 2.2 Design accelerations 2.2.1
g = acceleration due to gravity, is to be taken as 9,81 m/s2
x sh = the longitudinal distance, in metres, from midlength of the side hull to mid-length of the main hull where distance is positive for side hull mid-length aft of main hull mid-length
x shaft = the longitudinal distance, in metres, from the aft end of L R to the aft transition point on the main hull where the main deck extends towards the side hull
x shfwd = the longitudinal distance, in metres, from the aft end of L R to the fwd transition point on the main hull where the main deck connection from the side hull terminates
x wl = longitudinal distance, in metres, measured forwards from the aft end of L wl to the position or centre of gravity of the item being considered
y = transverse distance, in metres, from the centreline to the centre of gravity of the item being considered. y is positive to port and negative to starboard
y cs = transverse distance from centreline to the centre of area of a cross-section A cs taken at mid-length of the side hull, see Figure 1.1.2 Definition of y cs
y I = the distance between the centreline of the main hull and point I, as depicted in Figure 4.3.1 Splitting moment in Chapter 4
y sh = the distance, in metres between the centreline of the main hull and the transverse centre of area of the side hull, see Figure 4.3.1 Splitting moment in Chapter 4
yO = the distance between the centreline of the main hull and point O, as depicted in Figure 4.3.1 Splitting moment in Chapter 4
z = vertical distance, in metres, from the baseline to the position or centre of gravity of the item under consideration. z is positive above the baseline
z k = vertical distance from the baseline to the underside of the keel, see Figure 1.1.1 Definition of draft T and baseline
z wl = distance, in metres of the centroid of the area of plating or stiffener to the local design waterline
A LB = half the water plane at the design draught in the bow region of the hull forward of 0,8L R from the AP. The AP is to be taken at the aft end of the Rule length, L R. The design draught is to be taken as T, as defined in Vol 1, Pt 1, Ch 1, 5.2 Principal particulars
A LS = half the water plane area at a waterline T CL of the stern region of the main hull from the aft end to 0,2L R forward of the AP
A UB = half the water plane area at a waterline T CU of the bow region of the hull forward of 0,8 L R from the AP
A US = half the water plane area at a waterline T CU of the stern region of the main hull from the aft end to 0,2L R forward of the AP
D f = longitudinal distribution factor, see Vol 1, Pt 5, Ch 4, 2.4 Vertical wave bending moment 2.4.1
F f = the hogging, F fh, or sagging, F fs, correction factor based on the amount of bow flare, stern flare, length and effective buoyancy of the after portion end of the ship above the waterline, see Vol 1, Pt 5, Ch 4, 2.4 Vertical wave bending moment 2.4.1
F fh = the hogging correction factor
F fs = the sagging correction factor
GM = metacentric height for the loading condition under consideration, in metres
H rm = wave head due to relative vertical motion, in metres, see Vol 1, Pt 5, Ch 3, 2.2 Design accelerations 2.2.4
H w = nominal wave height limit, in m, see Vol 1, Pt 5, Ch 5, 2.3 Hydrodynamic wave pressure 2.3.4
IP bi = bottom impact pressure due to slamming, in kN/m2, see Vol 1, Pt 5, Ch 5, 2.4 Bottom impact pressure
IP wi = wave impact pressure above the waterline due to slamming, in kN/m2, see Vol 1, Pt 5, Ch 5, 2.5 Wave impact pressure above waterline
K f = the shear force distribution factor, see Vol 1, Pt 5, Ch 4, 2.5 Vertical wave shear force 2.5.1
M h = horizontal wave bending moment, in kN-m, as defined in Vol 1, Pt 5, Ch 4, 2.6 Horizontal bending moment 2.6.1
M lt = longitudinal torsional moment, in kN-m, see Vol 1, Pt 5, Ch 4, 2.7 Longitudinal torsional moment 2.7.1
M o = a wave bending moment, in kN-m, as defined in Vol 1, Pt 5, Ch 4, 2.4 Vertical wave bending moment 2.4.1
M sph = hogging splitting moment, in kN-m, see Vol 1, Pt 5, Ch 4, 3.1 Splitting moment
M sps = sagging splitting moment, in kN-m, see Vol 1, Pt 5, Ch 4, 3.1 Splitting moment
M sw = still water bending moment, in kN-m, see Vol 1, Pt 5, Ch 4, 2.2 Still water bending moment
M tot = total Rule vertical bending moment envelope, in kNm, see Vol 1, Pt 5, Ch 4, 2.8 Longitudinal hull girder design loads 2.8.1
M tt = transverse torsional moment, in kN-m, see Vol 1, Pt 5, Ch 4, 3.3 Transverse torsional moment
M w = vertical wave bending moment, in kN-m, see Vol 1, Pt 5, Ch 4, 2.4 Vertical wave bending moment 2.4.1
P d = minimum design pressure for weather and exposed decks, in kN/m2, see Vol 1, Pt 5, Ch 5, 2.6 Minimum weather deck pressure
P des = design pressure due to static and dynamic load components, in kN/m2, see Ch 5, Vol 1, Pt 5, Ch 5, 3 Shell envelope, Vol 1, Pt 5, Ch 5, 4 Wet-deck, Vol 1, Pt 5, Ch 5, 5 Weather decks and Vol 1, Pt 5, Ch 5, 6 Inner bottom
P hyd = hydrodynamic wave pressure, in kN/m2, see Vol 1, Pt 5, Ch 5, 3 Shell envelope
P hys = hydrostatic pressure, in kN/m2, see Vol 1, Pt 5, Ch 5, 2.2 Hydrostatic pressure
P pm = hydrodynamic pressure due to pitching motion, in kN/m2, see Vol 1, Pt 5, Ch 5, 2.3 Hydrodynamic wave pressure 2.3.3
P rm = hydrodynamic pressure due to relative motion, in kN/m2, see Vol 1, Pt 5, Ch 5, 2.3 Hydrodynamic wave pressure 2.3.2
Q sph = splitting shear force, in kN, in the hogging condition, see Vol 1, Pt 5, Ch 4, 3.2 Splitting shear force
Q sps = splitting shear force, in kN, in the sagging condition, see Vol 1, Pt 5, Ch 4, 3.2 Splitting shear force
Q tot = total Rule shear force envelope, in kNm, see Vol 1, Pt 5, Ch 4, 2.8 Longitudinal hull girder design loads 2.8.2
Q w = wave shear force, in kN, see Vol 1, Pt 5, Ch 4, 2.5 Vertical wave shear force
R A = the area ratio factor for the combined stern and bow shape, see Vol 1, Pt 5, Ch 4, 2.4 Vertical wave bending moment 2.4.2
T x = local draught to design waterline at longitudinal position under consideration, see Figure 1.1.1 Definition of draft T and baseline
T CL = the waterline taken L f/2 below the design draught, see Vol 1, Pt 5, Ch 4, 2.4 Vertical wave bending moment 2.4.4
TCU = the waterline taken L f/2 above the design draught, see Vol 1, Pt 5, Ch 4, 2.4 Vertical wave bending moment 2.4.3
V cd = the volume on the cross-deck structure, in m3, on one side of the ship. The inside and outside boundaries of the cross-deck structure are to be taken as the vertical lines extending upward from points O and I, see Figure 4.3.1 Splitting moment in Chapter 4
V cr = two thirds the cruising speed, in knots
V mhs = the volume of the main hull, in m3, which extends the length of the side hull. The outside boundary of the main hull is to be taken as a vertical line extending upwards from point O, see Figure 4.3.1 Splitting moment in Chapter 4
V sh = the volume of one side hull, in m3. The inside boundary of the side hull is to be taken as a vertical line extending upward from the point O, see Figure 4.3.1 Splitting moment in Chapter 4
V sp = the greater of the cruising speed or two thirds the sprint speed, in knots. For ships where it is not required to maintain high speeds in severe weather then the value of V sp may be specially considered
W sh = the total weight of one side hull, in tonnes, including lightship weight and deadweight. The inside boundary of the side hull is to be taken as a vertical line extending upward from the point O, see Figure 4.3.1 Splitting moment in Chapter 4
αp = buttock angle, in degrees, see Figure 5.2.1 Impact angles for slamming loads in Chapter 5
βp = deadrise or flare angle, in degrees, see Figure 5.2.1 Impact angles for slamming loads in Chapter 5
γp = waterline angle, in degrees, see Figure 5.2.1 Impact angles for slamming loads in Chapter 5
ρ = water density in t/m3.

Figure 1.1.1 Definition of draft T and baseline

Figure 1.1.2 Definition of y cs


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