The angular balance and equal weights on unequal arms
Statics of the balance, with a refutation of Battista Alberti
Across both leaves Leonardo develops the theory of the balance (bilancia), illustrated with beams, semicircular graduated arcs, plumb-lines and hanging weights. He proves that equal weights on unequal arms can remain in equilibrium when the junction of the arms is angular at its pole, defines the 'central line' running to the centre of the world, and works a counterweight problem in sesquialteral (3:2) proportion. He then challenges Battista Alberti's claim, from Ex ludis rerum mathematicarum, that weights balance in the same proportion as the arms, arguing Alberti erred by ignoring the unequal weight of the balance beam itself.
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Equal weights balanced on unequal arms
In the balance g a c with pole a, the greater arm a g is double the lesser a c. Hanging weight m at the end of the greater arm and weight n at the centre of the lesser arm, both weights are found equal and equally distant from the central line d h, so the two remain equal in power.
Definition of the angular balance and the central line
The angular balance is one whose arms join at an angle, where its pole is fixed. The central line is imagined to run straight between the centres of accidental gravity of the suspended bodies down to the centre of the world, passing through the suspending threads.
Counterweight in sesquialteral (3:2) proportion
Taking from the greater arm the length m p equal to the lesser arm p r, the counterweight at r must relate to the remaining weight a m as the spaces n p to p r, a sesquialteral proportion of 3 to 2. Hanging 3 at r against 2 at n leaves the opposite weights equal in power.
Correction of Battista Alberti's law of the balance
Alberti, in Ex ludis rerum mathematicarum, held that weights balance in the same proportion as the arms, the greater weight on the lesser arm. Leonardo calls this false: on a beam weighing 6 pounds, 2 against 4 should instead be 7 against 2, because Alberti neglected the unequal weight of the beam itself.
The support and the point of suspension
a b e f is the support of the heavy body d, with e the centre of the world. The central line arises at the upper end of the support, passes through the middle of its thickness and through the centre of the body it sustains.
