A” anchorspan™ installation time estimates – Anchor ANCHORSPAN A 60FT-80FT User Manual
Page 30
X-4
# of Beams
Length of Unit
50’Span
60’Span
70’Span
80’Span
(15’ beam spacing)
(Times include installation of 2 gabled ends)
In Feet Man Hrs. (Hours) Man Hrs. (Hours) Man Hrs. (Hours) Man Hrs. (Hours)
3
30
16 -- (2)
21.0 --(2.2)
25 -- (2.5)
30 -- (2.7)
4
45
18.5 -- (2.4)
26.2 -- (2.7)
30 -- (3.1)
35 -- (3.4)
5
60
22.8 -- (2.8)
32 -- (3.2)
36 -- (3.7)
41 -- (4.1)
6
75
25 -- (3.2)
37 -- (3.7)
41 -- (4.3)
46 -- (4.8)
7
90
28 -- (3.6)
43 -- (4.2)
46 -- (4.9)
51 -- (5.5)
8
105
31 -- (4)
48 -- (4.7)
51 -- (5.5)
56 -- (6.2)
9
120
34 -- (4.4)
53 -- (5.2)
56 -- (6.1)
63 -- (6.96)
10
135
37 -- (4.8)
58 -- (5.7)
63 -- (6.7)
69 -- (7.6)
11
150
40 -- (5.2)
63 -- (6.2)
67 -- (7.3)
75 -- (8.3)
12
165
43 -- (5.6)
68 -- (6.4)
71 -- (7.9)
80 -- (9)
13
180
46 -- (6)
72 -- (6.9)
77 -- (8.5)
86 -- (9.7)
14
195
49 -- (6.4)
77 -- (7.4)
81 -- (9.1)
92 -- (10.4)
15
210
52 -- (6.8)
83 -- (7.9)
86 -- (9.7)
97 -- (11.1)
16
225
55 -- (7.2)
87 -- (8.4)
91 -- (10.3)
102 -- (11.8)
17
240
58 -- (7.6)
91 -- (8.9)
96 -- (10.9)
108 -- (12.5)
18
255
61 -- (8)
95 -- (9.4)
102 -- (11.5)
113 -- (13.2)
19
270
64 -- (8.4)
99 -- (9.9)
108 -- (12.1)
120 -- (13.9)
20
285
67 -- (8.8)
103-- (10.4)
113 -- (12.7)
126 -- (14.6)
21
300
70 -- (9.2)
107 -- (10.9)
120 -- (13.3)
132 -- (15.3)
22
315
73 -- (9.6)
111 -- (11.4)
126 -- (13.9)
138 -- (16)
23
330
76 -- (10)
115 -- (11.9)
131 -- (14.5)
145 -- (16.7)
24
345
79 -- (10.4)
119 -- (12.4)
137 -- (15.1)
153 -- (17.4)
25
360
82 -- (10.8)
123 - (12.9)
141 -- (15.7)
160 -- (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 power installation using the Installation Kit supplied
by Anchor Industries
Crew Size
Times assumes a crew of 6 to 8 workers with smaller units and up to 9 or 10 work
ers for wider and longer units, plus 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.
“A” ANCHORSPAN™ INSTALLATION TIME ESTIMATES