This definitive guide has been compiled for buyers and users in the selection of lifting eye bolts and lifting points.

3/27 · The aim to lift a 7.55 ton load using the lift plate (with pad eye) as shown in the pic below. Following are the stresses that i am able to calculate, 1) double plane shear due to shackle pin at pad eye hole. 2) bearing stress for the pad eye hole / pin interface. 3) 8 X bolt stresses due to hanging weight.

We offer ISO container lifting eye bolts from quality manufacturers like Crosby, Tractel and Gunnebo. Show More Camlok "CLT" Container Top Lifting Lugs, Eye Fittings - 56,000kg From £599.41 Camlok "CLB" Container Bottom & Side Lifting Lug / Eyes - 40

Lifting eye bolts must be marked permanently raised with manufacturer's mark, material ID (e.g. C15E, A2 or A4), load-bearing capacity and 

How to calculate eye bolt capacity? · 5 degrees 100% of working load limit · 15 degrees 80% of working load limit · 30 degrees 65% of working load 

Analyzing Lifting Eyes. Notice the different gaps. These are indicators of failure modes. Stress concentrations are everywhere and often a misunderstood phenomena. When we are brought in to analyze any compromises to a structure or part, the failure mode is different than most people think. A lifting eye, for example, can fail in a few ways.

Threaded socket head bolt. Stainless steel, European Standard No. 1.4462. GN 581.5 swivel lifting eye bolts offer a high load carrying capacity and are tested 

Eyebolts conforming to this standard are suitable for use at temperatures ranging from -20 °C to +200 °C without a reduction in their lifting capacity. Material identification symbol: C15 or C15E. Eyebolts to DIN 580 are available in (Click on type required to ) EYEBOLTS - METRIC COARSE THREAD TO DIN 580 - SELF COLOUR FINISH

These lifting eye bolts correspond to standard sheet DIN 580. The following guidelines of lifting eye bolts DIN 580 the have to be observed in addition to the load values given in the above table. The eye bolt must be of fully screwd in to achieve a perfect contact between the two mating faces. Both threads must be of a equal length and the

Always apply load to eye bolt in the plane of the eye, not at an angle. • Never exceed the capacity of the eyebolt – See Table 1. • When using lifting 

padeye design and calculation. Each lift point consists of a padeye which is welded to the structure and connected to the sling by a shackle. The lifting force acting on the padeye is caused by the weight of the structure and the equipment used. This lifting force is transferred to the sling by a shackle put through the padeye pinhole, creating