Vendor Door Catalogs Turncraft Full Line Catalog | Page 40

Roman Corinthian Specifications coupled
pycnostyle
systyle
eustyle
diastyle
araeostyle
areostyle
1-1 / 2 D 2-1 / 2 D 3 D 3-1 / 2 D 4-1 / 2 D 5 D 6 D

ARC

CORINTHIAN INTERCOLUMNIATION Corinthian Columns are available in fluted or unfluted versions. They may be ordered in Vignola’ s architectural proportions or in custom combinations of column lengths and widths as well as in non-tapered cylinders. Square architectural columns and pilasters to match detail of round tapered columns are available.
Shaft nominal bottom diameter
Net O. D.
Shaft Specifications Bottom Top Flutes
Net I. D.
Net O. D.
Net I. D.
Roman Corinthian Cap and Base Specifications
Base
Cap
Attic Base Specifications
Materials
Specifications
Materials
Number
Width Plinth
width
( A)
Plinth height
( B)
Total Height
( B, C, D, E, F)
Wood,
Fiberglass,
Polyurethane
Abacus width
( H)
Total height
( G)
Wood,
Composite,
Poly / Resin
⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄
⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄
⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄ ⁄
6”
6”
3”
4 3 4”
2 1 2”
24
1
2”
8”
1”
3 1 2”
W P F
9 1 2”
7”
W C P
8”
8”
5 1 4”
6 1 2”
4 3 8”
24
11
16”
10 3 4”
1 7 8”
5 1 8”
W P F
12”
8 1 2”
W C P
10”
10”
7 1 4”
8 1 2”
6 3 8”
24
7
8”
13 3 8”
2 3 8”
6 1 4”
W P F
15”
12”
W C P
12”
12”
9”
10”
7 3 4”
24
1”
16 1 8”
2 3 4”
7 1 4”
W P F
18 1 2”
14 1 2”
W C P
14”
14”
10 1 8”
12”
9”
24
1 1 4”
18 3 4”
3 3 8”
8 3 4”
W P F
22”
17”
C P
15”
15”
11 1 16”
12 3 4”
10”
24
1 11 32”
20 1 8”
3 5 8”
9 7 16”
W P F
22”
17”
C P
16”
16”
12”
13 1 2”
10”
24
1 7 16”
21 1 2”
3 7 8”
10 1 8”
W P F
27”
20”
C P
18”
18”
14 1 4”
15”
12”
24
1 1 2”
24 1 4”
4 1 4”
11 3 8”
W F
32 1 2”
23”
C P
20”
20”
16 1 4”
17”
13”
24
1 11 16”
27”
4 3 4”
12 7 8”
W F
39”
25 1 2”
C P
22”
22”
18 1 4”
18 1 2”
15”
24
1 15 16”
29 3 4”
5 1 4”
14 1 4”
W F
42”
28 1 2”
C P
24”
24”
20 1 4”
20”
17”
24
2 1 8”
32 1 2”
5 3 4”
15 11 16”
W F
42”
28 1 2”
C P
26”
26”
22 1 8”
22”
19”
24
2 1 4”
35”
6 1 4”
16 7 8”
W F
42”
32”
C
28”
28”
24 1 8”
23 1 2”
21”
24
2 11 16”
38”
6 3 4”
18 1 8”
W F
46”
34”
C
30”
30”
26 1 4”
25”
22”
24
2 7 8”
40 1 2”
7 1 4”
19 1 4”
W F
46 1 2”
37 1 2”
C
Calculated Safe-Load Capacities
Diameter Pine Redwood Available Heights *
6”
2,567 lb.
5,146 lb.
3’ to 10’
8”
4,114 lb.
7,646 lb.
4’ to 12’
10”
5,497 lb.
10,474 lb.
5’ to 16’
12”
6,620 lb.
12,535 lb.
6’ to 20’
14”
11,017 lb.
15,282 lb.
6’ to 20’
16”
12,307 lb.
17,343 lb.
6’ to 24’
18”
14,487 lb.
19,404 lb.
6’ to 24’
20”
16,688 lb.
22,151 lb.
6’ to 30’
22”
18,426 lb.
24,212 lb.
8’ to 30’
24”
20,018 lb.
26,272 lb.
8’ to 30’
26”
22,252 lb.
36,870 lb.
8’ to 30’
28”
24,001 lb.
39,519 lb.
8’ to 30’
30”
25,746 lb.
42,169 lb.
8’ to 30’
32”
42,080 lb.
55,317 lb.
8’ to 30’
34”
44,567 lb.
57,476 lb.
8’ to 30’
36”
47,054 lb.
61,794 lb.
8’ to 30’
The sample columns tested supported loads at least four times the calculated values to the left prior to failure. The load was applied concentrically through the axis of the column. Loads shown are valid only if there is uniform contact between the full area of column ends and the cap and base units. Loads are provided for your convenience only and are not exact values. Consult a structural engineer for the most accurate load estimates.
* Custom sizes available on request.
Plan Types
Architectural Columns are available in the following plan types. Please specify when you order. Custom plan types are also available.( Fractional components shown are typical. Customer may specify actual returns, wall thicknesses, etc).
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