Specifications
|
Beam Length (feet) |
||||||||
|
Required Overhang (inches) |
11” |
12” |
13” |
14” |
15” |
16” |
17” |
|
|
18” |
Req’d No. of CW’s Front Reaction Rear Reaction |
12 1225 750 |
10 1210 640
|
10 1200 640 |
8 1180 530
|
8 1170 530 |
8 1160 530 |
6 1160 420 |
|
24” |
Req’d No. of CW’s Front Reaction Rear Reaction |
NA |
14 1270 860 |
14 1250 860 |
12 1230 750 |
10 1220 640 |
10 1210 640 |
10 1200 640 |
|
30” |
Req’d No. of CW’s Front Reaction Rear Reaction |
NA |
20 1340 1190 |
18 1310 1080 |
16 1290 970 |
14 1270 870 |
14 1250 870
|
12 124 760 |
|
33” |
Req’d No. of CW’s Front Reaction Rear Reaction |
NA |
NA |
20 1350 1190 |
18 1320 1090 |
16 1300 980 |
14 1280 870 |
14 1260 870 |
|
36” |
Req’d No. of CW’s Front Reaction Rear Reaction |
NA |
NA |
22 1380 1310
|
20 1350 1200 |
18 1330 1190 |
16 1300 980 |
16 1290 980 |
|
42” |
Req’d No. of CW’s Front Reaction Rear Reaction |
NA |
NA |
28 1460 1640 |
24 1420 1420 |
22 1390 1310 |
20 1360 1200 |
18 1340 1090 |
|
48” |
Req’d No. of CW’s Front Reaction Rear Reaction |
NA |
NA |
NA |
NA |
28 1450 1640 |
24 1420 1420 |
22 1340 1090 |
Note:
Req’d No. of CW’s—Indicates required number of Th-014 counterweights needed to support a suspended load of 1,000 lbs.
Front Reaction—Indicates anticipated load (in lbs.) imposed on the structure at front support point when 1,000 lbs. is suspended from beam.
Rear Reaction—Indicated anticipated load (in lbs.) imposed on the structure when required number of counterweights are installed on the TH-243 hanger.