Aa anchorspan™ installation time estimates – Anchor ANCHORSPAN AA 30FT-60FT User Manual
Page 29
X-4
# of Beams
Length of Unit
30’Span
40’Span
50’Span
60’Span
(15’ beam spacing)
(Times include installation of 2 gabled ends)
In Feet Man Hours Man Hours Man Hours Man Hours
3
30
12 -- (2)
13.2 --(2.2)
15 -- (2.5)
16.2 -- (2.7)
4
45
14.4 -- (2.4)
16.2 -- (2.7)
18.6 -- (3.1)
20.4 -- (3.4)
5
60
16.8 -- (2.8)
19.2 -- (3.2)
22.2 -- (3.7)
24.6 -- (4.1)
6
75
19.2 -- (3.2)
22.2 -- (3.7)
25.8 -- (4.3)
28.8 -- (4.8)
7
90
21.6 -- (3.6)
25.2 -- (4.2)
29.4 -- (4.9)
33 -- (5.5)
8
105
24 -- (4)
28.2 -- (4.7)
33 -- (5.5)
37.2 -- (6.2)
9
120
26.4 -- (4.4)
31.2 -- (5.2)
36.6 -- (6.1)
41.1 -- (6.96)
10
135
28.8 -- (4.8)
34.2 -- (5.7)
40.2 -- (6.7)
45.6 -- (7.6)
11
150
31.2 -- (5.2)
37.2 -- (6.2)
43.8 -- (7.3)
49.8 -- (8.3)
12
165
33.6 -- (5.6)
38.2 -- (6.4)
47.4 -- (7.9)
54 -- (9)
13
180
36 -- (6)
41.2 -- (6.9)
51 -- (8.5)
58.2 -- (9.7)
14
195
38.4 -- (6.4)
44.2 -- (7.4)
54.6 -- (9.1)
62.4 -- (10.4)
15
210
40.8 -- (6.8)
47.2 -- (7.9)
58.2 -- (9.7)
66.6 -- (11.1)
16
225
43.2 -- (7.2)
50.2 -- (8.4)
61.8 -- (10.3)
70.8 -- (11.8)
17
240
45.6 -- (7.6)
53.2 -- (8.9)
65.4 -- (10.9)
75 -- (12.5)
18
255
48 -- (8)
56.2 -- (9.4)
69 -- (11.5)
79.2 -- (13.2)
19
270
50.4 -- (8.4)
59.2 -- (9.9)
72.6 -- (12.1)
83.4 -- (13.9)
20
285
52.8 -- (8.8)
62.2 -- (10.4)
76.2 -- (12.7)
87.6 -- (14.6)
21
300
55.2 -- (9.2)
65.2 -- (10.9)
79.8 -- (13.3)
91.8 -- (15.3)
22
315
57.6 -- (9.6)
68.2 -- (11.4)
83.4 -- (13.9)
96 -- (16)
23
330
60 -- (10)
71.2 -- (11.9)
87 -- (14.5)
100.2 -- (16.7)
24
345
62.4 -- (10.4)
74.2 -- (12.4)
90.6 -- (15.1)
104.4 -- (17.4)
25
360
64.8 -- (10.8)
77.2 - (12.9)
94.2 -- (15.7)
108.6 -- (18.1)
Times
Numbers above indicate total man-hours . Figures in parenthesis are total elapsed
hours using a crew of 6 workers.
Technique
Above times are for manual installation using the Manual Installation Kit supplied
by
Anchor
Industries
Crew Size
Times assume a crew of 6 members with very little prior experience, with an
experienced crew leader. Experienced crews may go faster. Also, we have not
reduced the figures above to allow for the increase in speed that occurs on long
structures, due to the speed gained from repetition.
Site Conditions
Times may vary considerably due to site conditions and other uncontrollable factors.
Sloped Ends
Above times include gabled end installation. For sloped ends only, reduce times by
approximately 1 man-hour. To add sloped ends to a gabled end structure, add
approximately 1 man-hour per end.
Recessed Ends
Recessed ends would require the same installation time as the gabled ends shown
above.
AA ANCHORSPAN™ INSTALLATION TIME ESTIMATES