Prices Effective March 30, 2020
Conveyor Specifications
Conveyor Incline Chart
Elevation in Feet
BASED ON CONVEYOR C TO C LENGTH |
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|
Conveyor Center to Center Length (Feet) |
|
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Angle |
10 |
20 |
30 |
40 |
50 |
60 |
70 |
80 |
90 |
100 |
120 |
140 |
160 |
180 |
|
2 |
|
|
|
|
2 |
2 |
2 |
3 |
3 |
4 |
4 |
5 |
6 |
6 |
                                  LIFT |
4 |
|
|
2 |
3 |
4 |
4 |
5 |
6 |
6 |
7 |
8 |
10 |
12 |
13 |
|
6 |
|
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
11 |
13 |
15 |
17 |
19 |
|
8 |
|
3 |
4 |
6 |
7 |
8 |
9 |
10 |
12 |
14 |
17 |
19 |
22 |
25 |
|
10 |
2 |
3 |
5 |
7 |
8 |
10 |
12 |
14 |
15 |
17 |
21 |
24 |
28 |
31 |
|
12 |
2 |
4 |
6 |
8 |
10 |
12 |
15 |
17 |
19 |
21 |
25 |
29 |
33 |
37 |
|
14 |
2 |
5 |
7 |
10 |
12 |
15 |
17 |
19 |
22 |
24 |
29 |
34 |
39 |
44 |
|
16 |
3 |
6 |
8 |
11 |
14 |
17 |
19 |
22 |
25 |
28 |
33 |
39 |
44 |
50 |
|
18 |
3 |
6 |
9 |
12 |
15 |
19 |
22 |
25 |
28 |
31 |
37 |
43 |
49 |
56 |
|
20 |
3 |
7 |
10 |
14 |
17 |
21 |
24 |
27 |
31 |
34 |
41 |
48 |
55 |
62 |
|
22 |
4 |
7 |
11 |
15 |
19 |
22 |
26 |
30 |
34 |
37 |
46 |
52 |
60 |
67 |
|
24 |
4 |
8 |
12 |
16 |
20 |
24 |
28 |
33 |
37 |
41 |
49 |
57 |
65 |
73 |
|
|
200 |
225 |
250 |
275 |
300 |
350 |
400 |
450 |
500 |
600 |
700 |
800 |
900 |
1000 |
|
2 |
7 |
8 |
9 |
10 |
11 |
12 |
14 |
16 |
18 |
21 |
25 |
28 |
32 |
35 |
                                  LIFT |
4 |
14 |
16 |
18 |
19 |
21 |
25 |
28 |
32 |
35 |
42 |
49 |
58 |
63 |
70 |
|
6 |
21 |
24 |
26 |
29 |
32 |
37 |
42 |
47 |
53 |
63 |
74 |
84 |
95 |
105 |
|
8 |
28 |
31 |
35 |
38 |
42 |
49 |
56 |
63 |
70 |
83 |
97 |
111 |
125 |
139 |
|
10 |
35 |
39 |
46 |
49 |
52 |
61 |
70 |
78 |
87 |
104 |
121 |
138 |
157 |
174 |
|
12 |
42 |
47 |
52 |
57 |
62 |
73 |
83 |
94 |
104 |
125 |
146 |
166 |
187 |
208 |
|
14 |
48 |
54 |
61 |
67 |
73 |
85 |
97 |
109 |
121 |
145 |
166 |
194 |
218 |
|
|
16 |
56 |
62 |
69 |
76 |
83 |
97 |
116 |
124 |
138 |
166 |
193 |
221 |
|
|
|
18 |
62 |
69 |
44 |
85 |
93 |
108 |
124 |
139 |
155 |
185 |
216 |
|
|
|
|
20 |
68 |
77 |
86 |
94 |
103 |
120 |
137 |
154 |
171 |
205 |
|
|
|
|
|
22 |
75 |
84 |
94 |
103 |
113 |
131 |
150 |
169 |
188 |
225 |
|
|
|
|
|
24 |
81 |
92 |
102 |
112 |
122 |
142 |
163 |
183 |
203 |
|
|
|
|
|
BASED ON CONVEYOR GROUND LENGTH |
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---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
|
Ground Length Center to Center (Feet) |
|
|||||||||||||
Angle |
10 |
20 |
30 |
40 |
50 |
60 |
70 |
80 |
90 |
100 |
120 |
140 |
160 |
180 |
|
2 |
|
|
|
|
2 |
2 |
2 |
3 |
3 |
4 |
4 |
5 |
6 |
6 |
                                  LIFT |
4 |
|
|
2 |
3 |
4 |
4 |
5 |
6 |
6 |
7 |
8 |
10 |
11 |
13 |
|
6 |
|
2 |
3 |
4 |
5 |
6 |
7 |
8 |
10 |
11 |
13 |
15 |
17 |
19 |
|
8 |
|
3 |
4 |
6 |
7 |
8 |
10 |
11 |
13 |
14 |
17 |
20 |
22 |
25 |
|
10 |
2 |
4 |
5 |
7 |
9 |
11 |
12 |
14 |
16 |
18 |
21 |
25 |
28 |
32 |
|
12 |
2 |
4 |
6 |
9 |
11 |
13 |
15 |
17 |
19 |
21 |
26 |
30 |
34 |
38 |
|
14 |
3 |
5 |
7 |
10 |
12 |
15 |
17 |
20 |
22 |
25 |
30 |
35 |
40 |
45 |
|
16 |
3 |
6 |
9 |
11 |
14 |
17 |
20 |
23 |
26 |
29 |
34 |
41 |
46 |
52 |
|
18 |
3 |
6 |
10 |
13 |
16 |
19 |
23 |
26 |
29 |
32 |
39 |
45 |
52 |
58 |
|
20 |
4 |
7 |
11 |
15 |
18 |
22 |
25 |
29 |
33 |
36 |
44 |
51 |
58 |
66 |
|
22 |
4 |
8 |
12 |
16 |
20 |
24 |
28 |
32 |
36 |
40 |
48 |
57 |
65 |
73 |
|
24 |
4 |
9 |
13 |
16 |
22 |
27 |
31 |
36 |
40 |
45 |
53 |
62 |
71 |
80 |
|
|
200 |
225 |
250 |
275 |
300 |
350 |
400 |
450 |
500 |
600 |
700 |
800 |
900 |
1000 |
|
2 |
7 |
8 |
9 |
10 |
11 |
12 |
14 |
16 |
18 |
21 |
24 |
28 |
31 |
35 |
                                  LIFT |
4 |
14 |
16 |
18 |
19 |
21 |
24 |
28 |
31 |
35 |
42 |
49 |
56 |
63 |
70 |
|
6 |
21 |
24 |
26 |
29 |
32 |
37 |
42 |
47 |
53 |
63 |
74 |
84 |
96 |
106 |
|
8 |
28 |
32 |
35 |
39 |
42 |
49 |
55 |
63 |
70 |
84 |
98 |
112 |
126 |
141 |
|
10 |
35 |
40 |
44 |
48 |
53 |
62 |
71 |
79 |
88 |
106 |
123 |
141 |
169 |
176 |
|
12 |
43 |
48 |
53 |
58 |
64 |
74 |
85 |
96 |
106 |
128 |
149 |
170 |
191 |
213 |
|
14 |
50 |
56 |
66 |
69 |
75 |
87 |
100 |
112 |
125 |
150 |
175 |
200 |
|
|
|
16 |
57 |
65 |
72 |
79 |
86 |
100 |
115 |
129 |
143 |
172 |
200 |
|
|
|
|
18 |
65 |
73 |
81 |
90 |
97 |
114 |
130 |
146 |
162 |
195 |
227 |
|
|
|
|
20 |
73 |
82 |
91 |
100 |
109 |
127 |
146 |
164 |
182 |
218 |
|
|
|
|
|
22 |
81 |
91 |
101 |
111 |
121 |
141 |
162 |
182 |
202 |
|
|
|
|
|
|
24 |
89 |
100 |
111 |
122 |
134 |
156 |
178 |
200 |
|
|
|
|
|
|
Belt Capacity Chart
The following conveyor belt capacity charts show tons per hour (TPH) based on material weighting 100 lbs. per cubic foot, 20° material surcharge angle with three equal length rools on troughing idlers.
CAPACITY (TPH) = .03 x Belt Speed (FPM) x material weight (lb. per cu. ft.) x load cross section (sq. ft.)
TPH with 20° Troughing Idlers
BELT WIDTH.IN INCHES |
BELT SPEED IN FEET PER MINUTE (FPM) |
|||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
100 |
150 |
200 |
250 |
300 |
350 |
400 |
450 |
500 |
550 |
600 |
650 |
|
16 |
42 |
63 |
84 |
105 |
125 |
147 |
166 |
|
|
|
|
|
18 |
54 |
80 |
110 |
135 |
160 |
190 |
218 |
243 |
270 |
|
|
|
24 |
100 |
150 |
200 |
250 |
300 |
350 |
400 |
450 |
500 |
550 |
600 |
|
30 |
160 |
240 |
320 |
400 |
480 |
560 |
640 |
720 |
800 |
880 |
960 |
1040 |
36 |
235 |
350 |
470 |
585 |
700 |
820 |
935 |
1050 |
1170 |
1290 |
1400 |
1520 |
42 |
330 |
495 |
660 |
825 |
980 |
1155 |
1320 |
1485 |
1650 |
1815 |
1980 |
2140 |
48 |
440 |
660 |
880 |
110 |
1320 |
1540 |
1760 |
1980 |
2200 |
2420 |
2640 |
2860 |
54 |
570 |
855 |
1140 |
1420 |
1710 |
2000 |
2280 |
2560 |
2850 |
3130 |
3420 |
3700 |
60 |
720 |
1080 |
1440 |
1800 |
2160 |
2520 |
2800 |
3240 |
3600 |
3960 |
4320 |
4680 |
TPH with 35° Troughing Idlers
BELT WIDTH.IN INCHES |
BELT SPEED IN FEET PER MINUTE (FPM) |
|||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
100 |
150 |
200 |
250 |
300 |
350 |
400 |
450 |
500 |
550 |
600 |
650 |
|
18 |
66 |
100 |
135 |
170 |
200 |
235 |
270 |
305 |
338 |
|
|
|
24 |
125 |
187 |
250 |
310 |
380 |
435 |
500 |
560 |
625 |
685 |
750 |
|
30 |
200 |
300 |
400 |
500 |
600 |
700 |
800 |
900 |
1000 |
1100 |
1200 |
1300 |
36 |
300 |
450 |
600 |
750 |
900 |
1050 |
1200 |
1350 |
1500 |
1650 |
1800 |
1950 |
42 |
420 |
635 |
845 |
1060 |
1270 |
1480 |
1690 |
1900 |
2120 |
2320 |
2540 |
2750 |
48 |
560 |
845 |
1125 |
1400 |
1690 |
1970 |
2250 |
2530 |
2810 |
3090 |
3370 |
3660 |
54 |
740 |
1110 |
1480 |
1850 |
2200 |
2600 |
2960 |
3340 |
3700 |
4080 |
4450 |
4820 |
60 |
935 |
1400 |
1870 |
2340 |
2800 |
3280 |
3740 |
4200 |
4680 |
5150 |
5610 |
6100 |
TPH with 45° Troughing Idlers
BELT WIDTH.IN INCHES |
BELT SPEED IN FEET PER MINUTE (FPM) |
|||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
100 |
150 |
200 |
250 |
300 |
350 |
400 |
450 |
500 |
550 |
600 |
650 |
|
24 |
145 |
217 |
290 |
360 |
435 |
508 |
580 |
650 |
725 |
795 |
870 |
|
30 |
232 |
348 |
465 |
580 |
695 |
810 |
930 |
1040 |
1160 |
1270 |
1390 |
1500 |
36 |
335 |
510 |
680 |
850 |
1020 |
1190 |
1360 |
1530 |
1700 |
1860 |
2040 |
2200 |
42 |
478 |
720 |
960 |
1200 |
1440 |
1680 |
1910 |
2150 |
2390 |
2630 |
2870 |
3110 |
48 |
640 |
955 |
1275 |
1600 |
1910 |
2230 |
2550 |
2870 |
3190 |
3500 |
3820 |
4150 |
54 |
830 |
1240 |
1655 |
2070 |
2480 |
2900 |
3310 |
3720 |
4140 |
4550 |
4960 |
5380 |
60 |
1040 |
1570 |
2090 |
2610 |
3130 |
3660 |
4180 |
4700 |
5220 |
5740 |
6260 |
6800 |
BELT WIDTH IN INCHES |
MAXIMUM SIZE OF LUMPS * (INCHES) |
MAXIMUM BELT SPEEDS IN FEET PER MINUT (FPM) |
|||
---|---|---|---|---|---|
EQUAL.SIZE LUMPS |
MIXED.WITH 90% FINES |
LIGHT.FREE.FLOWING MATERIAL.AS.GRAIN, PULVERIZED.COAL.50 LB./CU..FT. |
AVERAGE.MATERIAL.AS SAND,.GRAVEL,.STONE, COAL,.FINE.ORE.100 LB./CU..FT. |
ABRASIVE.MATERIAL.AS COAL,.SCREENED.LUMP COKE.30.TO.50 LB./CU..FT. |
|
16 |
2 |
4 |
500 |
400 |
350 |
18 |
3 |
5 |
500 |
500 |
400 |
24 |
5 |
8 |
600 |
600 |
450 |
30 |
6 |
11 |
700 |
650 |
500 |
36 |
8 |
15 |
800 |
650 |
500 |
42 |
10 |
18 |
800 |
650 |
500 |
48 |
12 |
21 |
800 |
650 |
500 |
54 |
14 |
24 |
800 |
650 |
500 |
60 |
16 |
28 |
800 |
650 |
500 |
* Based on 20° Troughing Idlers and 100 Lb. Per Cu. Ft. Material.
Conversion: Cu. Ft. = BPH x 1.25
Note: Capacities of flat belts are taken at one-half of those listed above.
Volumes of Conical and Circular Shaped Stockpiles
Dimensions.in.Feet |
Conical.Pile.Volume |
Volume.for.One.Degree.Arc |
90°.Stockpile.Volume |
||||||
L |
R |
H |
r |
C.Y. |
Tons |
C.Y. |
Tons |
C.Y. |
Tons |
40 |
39 |
14 |
19 |
196 |
265 |
6.5 |
8.8 |
781 |
1,057 |
Calculated volumes are in cubic yards. Live Storage at center of pile is theoretically 25% of the total volume 1. Volume of conical pile = V₁Where radius of pile (r) and height of pile (h) are known: V₁ = r²H (.039) Where height of pile (H) and slant length of side of pile (s) are known: V₁ = H (S²-H²) (.039) Where slant length of side of pile (s) and angle of repose ∅ are known: V₁₁ = S³ (cos ∅)² √1 - (cos ∅)² (.039) Where height of pile (H) and angle of repose (∅) are known: V₁ = H3(.039)/(tan ∅²)
2. Volume of a 1° arc segment of stockpile = V₂ a. Where height of pile (H), distance between center line of pile and center line of conveyor pivot (R) are known, and angle of repose ∅ is equal to 37° V₂ = H²R/1160 b. For other angles of repose V₂ = H²R/(1547) (tan ∅) 3. Degrees of arc of stockpile with known arc lengths = ⊖. Where diameter of stockpile (D) and arc length (A) are known: ⊖ = (114.6)A/D |
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