Tackle Block Warning, Use & Maintenance Information.


Tackle Block Information Continued:

Loads on Blocks


The Working Load Limit (WLL) for Crosby Group blocks indicates the maximum load that should be exerted on the block and its connecting fitting. This total load value may be different from the weight being lifted or pulled by a hoisting or hauling system. It is necessary to determine the total load being imposed on each block in the system to properly determine the rated capacity block to be used. A single sheave block used to change load line direction can be subjected to total loads greatly different from the weight being lifted or pulled. The total load value varies with the angle between the incoming and departing lines to the block.

 

 

 

The following chart indicates the factor to be multiplied by the line pull to obtain the total load on the block.

Angle Factor Multipliers
Angle Factor Angle Factor
2.00 100° 1.29
10° 1.99 110° 1.15
20° 1.97 120° 1.00
30° 1.93 130° .84
40° 1.87 135° .76
45° 1.84 140° .68
50° 1.81 150° .52
60° 1.73 160° .35
70° 1.64 170° .17
80° 1.53 180° .00
90° 1.41 - -

Example A

(Calculations for determining total load value on single line system.)
A gin pole truck lifting 1,000 lbs.

There is no mechanical advantage to a single part load line system, so winch line pull is equal to 1,000 lbs. or the weight being lifted.

To determine total load on snatch block A:

A = 1,000lbs. x 1.81 = 1,810 lbs.
  (line pull) (factor 50° angle)      

To determine total load on toggle block B:

A = 1,000lbs. x .76 = 760 lbs.
  (line pull) (factor 135° angle)      

 

Example B
(Calculation for determining total load value for mechanical advantage system.)
Hoisting system lifting 1000 lbs. using a traveling block. The mechanical advantage of traveling block C is 2.00 because two (2) parts of load line support the 1,000 lb. weight. (To determine single line pull for various bearing efficiency see "
How to Figure Line Parts").

To Determine Line Pull:
LinePull = 1000 lbs. / 2.00 = 500 lbs.

To determine total load on traveling block C:

C = 500 lbs. x 2.0 = 1000 lbs.
  (line pull) (factor 0° angle)      

To determine total load on stationary block D:

D = 500 lbs. x 1.87 / 500 lbs. = 1,435 lbs.
  (line pull)   (factor 40° angle) (dead end load)      

To determine total load on block E:

E = 500 lbs. x .84 = 420 lbs.
  (line pull) (factor 130° angle)      

To determine total load on block F:

F = 500 lbs. x 1.41 = 705 lbs.
  (line pull) (factor 90° angle)