Factsheet

Balanced rigid solar panel sail on a Wharram Tiki 38. The values below are calculated in the page by sail/sail.js from boat/params.json and sail/params.json, and update when either file changes. The 3D viewer shows the values that change with turn, tilt, pivot and sun.

Boat: Tiki 38

Design
Designers
Length overall / waterline /
Beam overall / each hull /
Draft
Displacement, light / full cruising /
original sail area (two masts) m²

measured from the study plan (sheet S46), positions from the stern tip:

Bridge deck, forward of the aft mast – ( long), wide
Bridge deck height above waterline
Beams 1–5 m (beam 3 is the short one at the deck pod front)
Centre deck (measured) long, wide, below the engine boxes and fore deck
aft mast foot on beam 3 at , raked aft , above deck

solar panel sail

Modules × = bifacial, × , Wp each; forward and aft of the tilt drive
Peak power kWp (back face counted at )
Frame ×
Camber
Sail area / module area m² / m²
Share of the original rig
Drive gap between the halves
Tilt end stops ±°

Pivot and clearances

default pivot: forward of the aft mast, above the fore deck.

Pivot range (base on the chosen foundation) – forward of the mast
Pivot position where the roof clears the aft mast forward of the mast
Pivot position that always clears the aft mast forward of the mast (margin )
worst aft mast gap at the default pivot
largest sweep radius (dashed ring)
Sail to column, sideways
clear height under the roof
at the tilt end stop: lowest point above deck
at the tilt end stop: highest point above waterline

Drives

Type 2 × worm slewing drive with 24 V DC motor
Ring diameter
Mass each, total
Turn drive on the foundation (see below), base plate × , output above the deck with the default foundation
Tilt drive on the rotating column, above the deck, between the sail halves

Foundation

Default: (switchable in the 3D viewer). Forces are for the ultimate design loads: tipping, twist about the vertical and vertical, with the pivot forward of the aft mast.

box between the twin spars twin spars, saddle beam twin spars with pyramid Pyramid on the single foot
Turn drive base above deck
Pivot range forward of the mast – – – –
Spars 2 × × , apart, closed into a box at the pivot same same original single foot
Force pair on the spars –
Spar bending / stress / MPa same same –
Load into beams 4 / 5 (alternating) / same same –
Twist as a force pair taken by the closed box –
Pyramid footprint – – × ×
Leg angle / axial force – – ° / ° /
outward thrust per foot – – (taken by the spars) (taken by the base ring)