The heaviest part of the foundations of buildings settles most, and leaves the lighter part above it separated from it. And the soil which is most pressed, if it be porous yields most. You should always make the foundations project equally beyond the weight of the walls and piers, as shown at _m a b_. If you do as many do, that is to say if you make a foundation of equal width from the bottom up to the surface of the ground, and charge it above with unequal weights, as shown at _b e_ and at _e o_, at the part of the foundation at _b e_, the pier of the angle will weigh most and thrust its foundation downwards, which the wall at _e o_ will not do; since it does not cover the whole of its foundation, and therefore thrusts less heavily and settles less. Hence, the pier _b e_ in settling cracks and parts from the wall _e o_. This may be seen in most buildings which are cracked round the piers. 791. The window _a_ is well placed under the window _c_, and the window _b_ is badly placed under the pier _d_, because this latter is without support and foundation; mind therefore never to make a break under the piers between the windows. 792. OF THE SUPPORTS. A pillar of which the thickness is increased will gain more than its due strength, in direct proportion to what its loses in relative height. EXAMPLE. If a pillar should be nine times as high as it is broad--that is to say, if it is one braccio thick, according to rule it should be nine braccia high--then, if you place 100 such pillars together in a mass this will be ten braccia broad and 9 high; and if the first pillar could carry 10000 pounds the second being only about as high as it is wide, and thus lacking 8 parts of its proper length, it, that is to say, each pillar thus united, will bear eight times more than when disconnected; that is to say, that if at first it would carry ten thousand pounds, it would now carry 90 thousand. V. ON THE RESISTANCE OF BEAMS. 793. That angle will offer the greatest resistance which is most acute, and the most obtuse will be the weakest. [Footnote: The three smaller sketches accompany the text in the original, but the larger one is not directly connected with it. It is to be found on fol. 89a of the same Manuscript and there we read in a note, written underneath, _coverchio della perdicha del castello_ (roof of the flagstaff of the castle),--Compare also Pl. XCIII, No. 1.] 794. If the beams and the weight _o_ are 100 pounds, how much weight will be wanted at _ae_ to resist such a weight, that it may not fall down? 795. ON THE LENGTH OF BEAMS.