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   Turncraft Architectural Columns  Turncraft  

Turncraft - Appendix - Page 8

 

 

Calculated Safe-Load Capacities
W
Shaft Dia. Pine Redwood
6" 2,567 6,111
8" 4,114 9,234
10" 5,497 12,812
12" 6,620 16,029
14" 11,017 17,420
16" 12,307 21,115
18" 14,487 24,853
20" 16,688 28,358
22" 18,426 32,170
24" 20,018 36,000
26" 22,252 39,845
28" 24,001 43,720
30" 25,746 47,567
32" 42,080 64,737
34" 44,567 68,564
36" 47,054 72,391

Sample columns tested supported loads at least four times calculated value above prior to failure. Load applied concentrically through axis of column. Loads valid only if uniform contact between full area of column ends and cap and base units. Loads are provided for your convenience and are not exact values. Consult structural engineer for most-accurate load estimates.


Superimposition

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Renaissance authority Scamozzi's view was that the lower diameter of a top column should equal the upper diameter of the column underneath. The superior order should always be placed over the inferior; i.e., Corinthian on Ionic, Doric, Tuscan. The more slender and elegant orders should be placed over the stockier and more solidly built if a top-heavy design is not desired. An ancient example of this descending order is the Colosseum at Rome, which has at least four stories of superimposed orders.


Column Splitting

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Using a precision splitting template machine, columns can be divided in halves to be used as pilasters or to be reassembled around existing structural members. Columns designed for reassembly come with realignment splines and installation instructions.


Plan Types

Turncraft Columns are available in the following plan types. Please specify when you order.

turn08d.jpg (18264 bytes)

turn08c.jpg (16528 bytes)

Stave Thicknesses

Shaft Dia. Unfluted Fluted
6" 1-1/2" 1-1/2"
8" 1-1/2" 1-1/2"
10" 1-1/2" 2"
12" 1-1/2" 2"
14" 2" 2"
16" 2" 2"
18" 2" 2"
20" 2" 2"
22" 2" 3"
24" 2" 3"
26" 2" 3"
28" 2" 3"
30" 2" 3"
32" 3" 3-1/2"
34" 3" 3-1/2"
36" 3" 3-1/2"

turn06d.jpg (10816 bytes)

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