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Following Serlio's interpretation of Vitruvius (who gives no indication of the column's capital), in the Tuscan order the column had a simpler base—circular rather than squared as in the other orders, where Vitruvius was being followed—and with a simple torus and collar, and the column was unfluted, while both capital and entablature were ...
The Tuscan order has a very plain design, with a plain shaft, and a simple capital, base, and frieze. It is a simplified adaptation of the Greeks' Doric order. The Tuscan order is characterized by an unfluted shaft and a capital that consists of only an echinus and an abacus.
The anta capital is not a capital which is set on top of column, but rather on top of an anta, a structural post integrated into the frontal end of a wall, such as the front of the side wall of a temple. The top of an anta is often highly decorated, usually with bands of floral motifs.
There are two lesser orders: the Tuscan (a plainer Doric), and the rich variant of Corinthian called the composite order. Of the three classical canonic orders, the Corinthian order has the narrowest columns, followed by the Ionic order, with the Doric order having the widest columns. The Ionic capital is characterized by the use of volutes.
The book tackles the five orders, Tuscan, Doric, Ionic, Corinthian, and composite in separate sections, each subdivided in five parts on the colonnade, arcade, arcade with pedestal, individual pedestals, and entablatures and capitals. Following those 25 sections were some less related parts on cornices and other elements. Written during the ...
The Classical orders of columns are defined by 5 types of columns: ... Indo-Corinthian capital; ... Solomonic column; Superposed order; T. Tuscan order This page ...
1898 illustration of abacuses of many capitals in various styles. In architecture, an abacus (from the Ancient Greek ἄβαξ (ábax), ' slab '; or French abaque, tailloir; pl.: abacuses or abaci) [1] is a flat slab forming the uppermost member or division of the capital of a column, above the bell.
A steel column is extended by welding or bolting splice plates on the flanges and webs or walls of the columns to provide a few inches or feet of load transfer from the upper to the lower column section. A timber column is usually extended by the use of a steel tube or wrapped-around sheet-metal plate bolted onto the two connecting timber sections.